Final Report - Dibble CM

McQueen Road Settlement Investigation/Repairs   ST2311.401
Final Report 
Project Scope:  The scope of this project included shoring existing asphalt around manhole with steel 
plates for safety concerns, removal/replacement of asphalt, curb & gutter, sidewalk, provide traffic 
control, and exploratory investigation into the cause of settlement of the roadway on McQueen Road 
south of Queen Creek Road. 
 
Prime Contractor: 
 
Achen-Gardner Construction 
Original Contract Price:  
T&M NTE $90,360.54 
Final Price: 
 
 
$353,122.54 
Notice to Proceed Date:  
June 6, 2023 
Completion Date: 
 
July 24, 2023 
 
 
Settlement Root Cause:  Prior to excavation exploratory bores were taken in three locations within the 
settlement zone adjacent to the existing sewer line.  Two were in the roadway and one was in the 
landscape area between the roadway and the canal to the west.  These areas were selected to be within 
the backfill zone of the sewer line but not directly on top of the line.  Multiple samples were taken at 
various depths from surface to 30-ft deep.  The bores showed the material to be native and varied from 
firm to very loose in consistency. See Appendix A for bore logs.  During excavation, the backfill material 
above the sewer line was found to be very loose with very little compaction.  Trash and construction 
debris was also found in the backfill material.   No water leaks were found in the settlement zone.  The 
root cause of the settlement was determined to be the poor compaction of the native backfill material 
placed during the construction of the 42-in sewer line. 
Project Summary:  The City solicited Achen-Gardner Construction to investigate and repair the 
settlement of the roadway and curb and gutter over an existing 30-ft deep 42-in sewer line.  Achen-
Gardner removed a portion of the center median south of the settlement area to allow traffic into the 
northbound lanes then excavated the sewer trench line to a depth of approximately 24 feet.  The original 
backfill material was replaced with compacted ABC.  Approximately 950cy of material was removed and 
replaced with approximately 1,230 tons of ABC.   87-ft of curb and gutter and 522-SF of sidewalk in the 
settlement zone were removed and replaced at the correct grade.  During backfill operations, the flattop 
of the existing sewer manhole in the settlement zone was rotated at the City’s request to allow for easier 
future access.  The roadway was repaved with approximately 460sy of 2-2in lifts of 231517g ¾” EVAC PG 
70-10 and 1-2in lift of 331517G ½” EVAC PG 70-10 asphalt.  The center median with brick pavers was 
then replaced.  The center median included 188-LF of single curb and bullnose replacement.  The work 
zone was then cleaned and opened to traffic.

Quantities: 
Excavation  
Approximately 730 CY 
AB Backfill  
1,230 Tons 
Curb & Gutter   87 LF 
Sidewalk  
 522 SF 
Asphalt    
460 SY 
Striping  
30-LF Yellow, 150-LF White 4” Equivalent 
Project Time:  The project took 49 calendar days to complete with no major delays in the project.  
Achen-Gardner completed restoration on July 7, 2023.  Final striping was completed on July 24, 2023. 
Project Safety:  Due to the depth of the excavation, the City and Achen-Gardner determined that it 
would be unsafe to allow traffic next to the excavation.  Traffic was reduced to one lane in each direction 
and southbound traffic was detoured to the northbound number one lane on the opposite side of the 
median island and a section of the median island south of the work zone at Appleby was removed to 
allow traffic back into the southbound lanes. 
Quality Control:  QC testing was provided by QT and QA testing was provided by ACS.  QA/QC tests were 
provided for density testing of backfill, concrete testing, and asphalt testing. ABC backfill was compacted 
to a minimum specified density of 95% and 100% at the top two feet of the subgrade. See Appendix B 
for QA test results and Appendix C for QA asphalt and concrete test results.  See Appendix E for QC test 
reports sorted by date. 
 
This Report was prepared by: 
 
_________________________________ 
Roger Teske, PE 
Dibble CM

Appendix A 
Bore Logs

FIGURE 1 
VICINITY MAP 
McQueen Rd Investigation 
McQueen Rd & Queen Creek Rd SB Lane 
Chandler, AZ. 85286 
 
PROJECT NUMBER:  2301570 
ACS SERVICES LLC 
2235 W BROADWAY RD 
MESA, ARIZONA  85202 
(480) 968-0190 
WWW.ACSSERVICESLLC.COM 
NORTH 
N.T.S.

FIGURE 2
SITE PLAN & APPROXIMATE 
BORING LOCATIONS 
McQueen Rd Investigation 
McQueen Rd & Queen Creek Rd SB Lane 
Chandler, AZ. 85286 
PROJECT NUMBER:  2301570 
ACS SERVICES LLC 
2235 W BROADWAY RD 
MESA, ARIZONA  85202 
(480) 968-0190 
WWW.ACSSERVICESLLC.COM 
NORTH 
N.T.S. 
B-1 
B-2 
B-3 
Sewer Line

B
S
5
10.9
4
2
S
8
6
7
S
4
6
6
2
1
2
Groundwater 
SAMPLE TYPE
Depth 
Time          
Date
B - Bulk Sample
N/A
S - 2" O.D. 1.38" I.D. Split Spoon Sample
| |
U - 3" O.D. 2.42" I.D. Ring Sample
Client:
Project:
Address:
Location:
18
ACS Services LLC
Depth (Feet)
1
2
3
4
5
6
7
9
Medium PI
CL
Brown, Sandy CLAY with gravel, Slightly Damp, Soft Consistency,
11
13
14
12
15
BORING B-1
Blows per 6"
Sample Type
7.875 inch Hollow Stem Auger
Brown, Silty, clayey SAND with gravel, Damp, Loose, PI of 5
SM
SC-
Sample 
Description of Subsurface Conditions
8
2301570
See Site Map
6/7/2023
Ben Rief
Dibble CM
McQueen Road Investigation
McQueen Rd, south of Queen Creek Rd, SB lane
Chandler, AZ
Brown clayey SAND with gravel, Damp, Loose, Medium to Low PI
Moisture %
Dry Density (PCF)
USCS Soil Class
Date:
Project No.
Type of Boring:
Field Engineer:
Coordinates: 33° 15' 26.13" N, 111° 49' 26.96" W
Ground Elevation: 1221 feet
Remarks: Approximately 10 feet north of existing manhole
10
SC
Brown, Clayey SAND with gravel, Slightly Damp, Moderately Dense,
Medium to Low PI
SC
17
Brown, Sandy CLAY trace gravel, Slightly Damp, Firm Consistency,
Medium PI
CL
19
20
16
  550 EAST UNIVERSITY DRIVE  •  MESA, ARIZONA 85203  •  P: 480-968-0190  •  F: 480-968-0156  •  ACSSERVICESLLC.COM
Minimize Risk    ●    Ensure Public Safety    ●    Maximize Success

2
S
3
1
4
S
8
1.7
9
10
Groundwater 
SAMPLE TYPE
Depth 
Time          
Date
B - Bulk Sample
N/A
S - 2" O.D. 1.38" I.D. Split Spoon Sample
| |
U - 3" O.D. 2.42" I.D. Ring Sample
37
39
40
Terminated Auger at 29.0 ft, STP at 30.5 ft, Backfilled Boring with Auger Cuttings
Brown, Clayey SAND with gravel, Slightly Damp, Moderately Dense,
PI of 9
36
30
35
2301570
See Site Map
6/7/2023
Ben Rief
Dibble CM
McQueen Road Investigation
McQueen Rd, south of Queen Creek Rd, SB lane
Chandler, AZ
Moisture %
Dry Density (PCF)
USCS Soil Class
Date:
Project No.
Type of Boring:
Field Engineer:
BORING B-1
Blows per 6"
Sample Type
7.875 inch Hollow Stem Auger
Brown, Sandy CLAY some gravel, Slightly Damp, Firm Consistency,
CL
Medium PI
Sample 
Description of Subsurface Conditions
Remarks: 
28
31
33
34
32
SC
Client:
Project:
Address:
Location:
38
ACS Services LLC
Depth (Feet)
21
22
23
24
25
26
27
29
  550 EAST UNIVERSITY DRIVE  •  MESA, ARIZONA 85203  •  P: 480-968-0190  •  F: 480-968-0156  •  ACSSERVICESLLC.COM
Minimize Risk    ●    Ensure Public Safety    ●    Maximize Success

B
S
4
10.9
3
5
S
3
5
5
S
3
1
1
3
1
1
Groundwater 
SAMPLE TYPE
Depth 
Time          
Date
B - Bulk Sample
N/A
S - 2" O.D. 1.38" I.D. Split Spoon Sample
| |
U - 3" O.D. 2.42" I.D. Ring Sample
17
Brown, Clayey SAND with gravel, Slightly Damp, Very Loose, Medium PI
SC
19
20
16
Brown, Clayey SAND trace gravel, Slightly damp, Moderately Dense,
Medium PI
SC
10
SC
2301570
See Site Map
6/7/2023
Ben Rief
Dibble CM
McQueen Road Investigation
McQueen Rd, south of Queen Creek Rd, SB lane
Chandler, AZ
Brown, Clayey SAND with gravel, Damp, Loose, Medium PI
Moisture %
Dry Density (PCF)
USCS Soil Class
Date:
Project No.
Type of Boring:
Field Engineer:
Coordinates: 33° 15' 26.06" N, 111° 49' 27.13" W
Ground Elevation: 1221 feet
Remarks: Approximately 18 feet north west of existing manhole
BORING B-2
Blows per 6"
Sample Type
7.875 inch Hollow Stem Auger
Brown, Silty, clayey SAND with gravel, Slightly Damp, Moderately Dense
SM
SC-
PI of 5
Sample 
Description of Subsurface Conditions
8
11
13
14
12
15
SC
Brown, SAND with clay, Slightly Damp, Very Loose, Medium PI
Client:
Project:
Address:
Location:
18
ACS Services LLC
Depth (Feet)
1
2
3
4
5
6
7
9
  550 EAST UNIVERSITY DRIVE  •  MESA, ARIZONA 85203  •  P: 480-968-0190  •  F: 480-968-0156  •  ACSSERVICESLLC.COM
Minimize Risk    ●    Ensure Public Safety    ●    Maximize Success

1
S
5
6
7
S
5
1.7
4
6
Groundwater 
SAMPLE TYPE
Depth 
Time          
Date
B - Bulk Sample
N/A
S - 2" O.D. 1.38" I.D. Split Spoon Sample
| |
U - 3" O.D. 2.42" I.D. Ring Sample
37
39
40
Terminated Auger at 29.0 ft, STP at 30.5 ft, Backfilled Boring with Auger Cuttings
Brown, Clayey SAND with gravel, Slightly Damp, Moderately Dense
PI of 9
36
30
35
2301570
See Site Map
6/7/2023
Ben Rief
Dibble CM
McQueen Road Investigation
McQueen Rd, south of Queen Creek Rd, SB lane
Chandler, AZ
Moisture %
Dry Density (PCF)
USCS Soil Class
Date:
Project No.
Type of Boring:
Field Engineer:
BORING B-2
Blows per 6"
Sample Type
7.875 inch Hollow Stem Auger
Brown, SAND with clay and gravel, Slightly Damp, Moderately Dense
SC
Medium PI
Sample 
Description of Subsurface Conditions
Remarks: 
28
31
33
34
32
SC
Client:
Project:
Address:
Location:
38
ACS Services LLC
Depth (Feet)
21
22
23
24
25
26
27
29
  550 EAST UNIVERSITY DRIVE  •  MESA, ARIZONA 85203  •  P: 480-968-0190  •  F: 480-968-0156  •  ACSSERVICESLLC.COM
Minimize Risk    ●    Ensure Public Safety    ●    Maximize Success

B
S
2
1
1
S
3
2
2
S
12
1.7
25
34
20
42
50/4
Groundwater 
SAMPLE TYPE
Depth 
Time          
Date
B - Bulk Sample
N/A
S - 2" O.D. 1.38" I.D. Split Spoon Sample
| |
U - 3" O.D. 2.42" I.D. Ring Sample
Client:
Project:
Address:
Location:
18
ACS Services LLC
Depth (Feet)
1
2
3
4
5
6
7
9
CL
Brown, Sandy CLAY, Slightly Damp, Hard Consistency, Medium PI
11
13
14
12
15
BORING B-3
Blows per 6"
Sample Type
7.875 inch Hollow Stem Auger
Brown, Sandy CLAY with gravel, Slightly Damp, Soft Consistency, 
CL
Medium PI
Sample 
Description of Subsurface Conditions
8
2301570
See Site Map
6/7/2023
Ben Rief
Dibble CM
McQueen Road Investigation
McQueen Rd, south of Queen Creek Rd, SB lane
Chandler, AZ
Brown, Clayey SAND, Slightly Damp, Loose, Medium PI
Moisture %
Dry Density (PCF)
USCS Soil Class
Date:
Project No.
Type of Boring:
Field Engineer:
Coordinates: 33° 15' 26.35" N, 111° 49' 27.49" W
Ground Elevation: 1221 feet
Remarks: Approximately 65 feet north west of existing manhole, and 
approximately 35 feet east of canal. In landscaped gravel
10
SC
Brown, Sandy CLAY with gravel, Slightly Damp, Firm Consistency, 
Medium PI
CL
Terminated Auger at 19.0 ft, STP at 20.5 ft, Backfilled Boring with Auger Cuttings
17
Brown, Clayey SAND with gravel, Slightly Damp, Very Dense, PI of 9
SC
19
20
16
  550 EAST UNIVERSITY DRIVE  •  MESA, ARIZONA 85203  •  P: 480-968-0190  •  F: 480-968-0156  •  ACSSERVICESLLC.COM
Minimize Risk    ●    Ensure Public Safety    ●    Maximize Success

Andrew Jamrogiewicz
Andrew Jamrogiewicz
Project Manager
Signature
ACS Services LLC • 2235 West Broadway Road • Mesa, AZ 85202 • Office 480.968.0190 • Fax 480.968.0156
#100
10
36
#200
7
28.8
Silty, clayey SAND with gravel
#40
5
53
Soluble Salts 
(ARIZ 237)
#16
5
66
USCS Soil 
Classification
SC-SM
#50
7
46
#30
8
58
#8
6
72
#10
1
71
Fractured Faces 
(ARIZ 212)
  
#4
3
78
3/8"
3
85
1/4"
4
81
Moisture Content 
(AASHTO T-255)
10.9
1/2"
6
89
1"
4
96
3/4"
1
95
Plasticity Index 
(AASHTO T-90)
5
1 1/2"
0
100
2 1/2"
0
100
2"
0
100
6"
0
100
Plastic Limit 
(AASHTO T-90)
18
3"
0
100
Liquid Limit 
(AASHTO T-89)
23
Sieve Size
% Retained
% Passed
Specs
Project City
Chandler
Tested By:
Maylo Corella
Sample Location:
B-1,2 @ 4.0-5.5
Reviewed By:
Charles Nault
ACS Services LLC
Laboratory Soil Test Results
ACS PROJECT #
2301570
Material Type:
Native
23-3328-2
Group Name (ASTM D2487)
Project Name:
McQueen Road Investigation
Sampled By:
Ben Rief
Project Address:
McQueen Rd, south of Queen Creek Rd
Test Date:
6/16/2023
ACS Lab #
Supplier:
-
Client:
Dibble CM
Sample Date:
6/7/2023
Sieve Analysis (ASTM C-139 / AASHTO T-27)

Andrew Jamrogiewicz
Andrew Jamrogiewicz
Project Manager
Signature
ACS Services LLC • 2235 West Broadway Road • Mesa, AZ 85202 • Office 480.968.0190 • Fax 480.968.0156
#100
16
51
#200
11
39.9
Clayey SAND with gravel
#40
7
74
Soluble Salts 
(ARIZ 237)
#16
3
87
USCS Soil 
Classification
SC
#50
7
67
#30
7
80
#8
3
90
#10
1
90
Fractured Faces 
(ARIZ 212)
  
#4
1
93
3/8"
2
96
1/4"
2
94
Moisture Content 
(AASHTO T-255)
1.7
1/2"
1
97
1"
0
100
3/4"
1
99
Plasticity Index 
(AASHTO T-90)
9
1 1/2"
0
100
2 1/2"
0
100
2"
0
100
6"
0
100
Plastic Limit 
(AASHTO T-90)
16
3"
0
100
Liquid Limit 
(AASHTO T-89)
25
Sieve Size
% Retained
% Passed
Specs
Project City
Chandler
Tested By:
Maylo Corella
Sample Location:
B-1,2 @ 29.0-30.5, B-3 @ 14.0-15.5
Reviewed By:
Charles Nault
ACS Services LLC
Laboratory Soil Test Results
ACS PROJECT #
2301570
Material Type:
Native
23-3328-3
Group Name (ASTM D2487)
Project Name:
McQueen Road Investigation
Sampled By:
Ben Rief
Project Address:
McQueen Rd, south of Queen Creek Rd
Test Date:
6/16/2023
ACS Lab #
Supplier:
-
Client:
Dibble CM
Sample Date:
6/7/2023
Sieve Analysis (ASTM C-139 / AASHTO T-27)

ACS Services LLC
Maximum Dry Density & Optimum Moisture
AASHTO T-99 |       AASHTO T-180 |       ASTM D-698 |       ASTM D-1557 
ACS Project #
2301570
Material Type:
Native
ACS Lab #
23-3328-1
Material Supplier:
-
Client Name:
Dibble CM
Sample Date:
6/7/2023
Project Name:
McQueen Road Investigation
Sampled By:
Ben Rief
Project Address:
McQueen Rd, south of Queen Creek Rd
Date Tested:
6/16/2023
Project City:
Chandler
Tested By:
Fernando Montero
Sample Location:
B-3 @ 0.0-5.0
Reviewed By:
Dylan Ward
Method:
     A         B
Uncorrected Dry Density 
122.1
Uncorrected Moisture 
Content
10.6
     C         D
Dry Density 
117.6
122.0
120.0
115.6
Moisture Content
8.1%
10.4%
12.5%
14.3%
% Rock
24
% Passing
76
Rock Corrected Dry 
Density
130.3
Rock Corrected 
Moisture Content
8.5
Specific Gravity of 
Oversize Aggregate
2.650
Andrew Jamrogiewicz
Project Manager
ACS Services LLC ● 2235 West Broadway Road ● Mesa, Arizona 85202 ● Office (480) 968-0190 ● Fax (480) 968-0156 ● www.acsservicesllc.com
117.6
122.0
120.0
115.6
115.0
116.0
117.0
118.0
119.0
120.0
121.0
122.0
123.0
7.0%
8.0%
9.0%
10.0%
11.0%
12.0%
13.0%
14.0%
15.0%
Dry Density (pcf)
Moisture Content

A
B
x C
Final Wet Weight
Final Dry Weight
0.00
0.05
0.10
0.15
0.20
ACS Services LLC
Swell / Settlement Potential of Soils
ASTM D4546-03
ACS Project #
2301570
Material Type:
Native
Project Name:
McQueen Road Investigation
Laboratory Test Date:
6/15/2023
Project Address:
McQueen Rd, south of Queen Creek Rd
Laboratory Test By:
Fernando Montero
ACS Lab #
23-3328-1
Sample Date:
6/7/2023
Client Name:
Dibble CM
Sampled By:
Ben Rief
Ring Mold Information
Test Method:
Ring Weight (g)
40.5
Standard Proctor Information
Ring Height (in)
1.000
Project City:
Chandler
Reviewed By:
Charles Nault
Sample Source:
B-3 @ 0.0-5.0
Weight Used in Swell Test
-2% of Optimum Moisture Content:
8.6
%
Load Weight:
100 psf
Maximum Dry Density:
122.1
pcf
Ring Diameter (in)
2.421
Optimum Moisture Content:
10.6
%
Ring Area (in2)
4.604
Wet Density of Sample:
126.0
pcf
Test Weight (Wet):
152.1
g
Specimen Preparation
95% of Maximum Dry Density:
116.0
pcf
Test Weight (Dry):
140.1
g
Dial Readings During Test
Moisture Sample (Wet):
110.2
g
Time Elapsed
Dial Reading (0.001")
Moisture Sample (Dry):
102.3
g
0 (w/ seating pressure)
0.000
Sample Moisture Content:
7.7
%
0 (w/ load applied)
0.000
Sample Weight (In situ):
150.9
g
30 Seconds
0.000
Additional Moisture Needed:
1.2
ml
1 Minute
0.001
Initial Sample Saturation:
51
%
8 Minutes
0.005
Specimen Test Data Post-Swell Test
15 Minutes
0.006
Ring Weight:
40.5
g
2 Minutes
0.002
Total Weight Ring + Sample:
192.6
g
4 Minutes
0.004
0.007
Final Specimen Weight:
g
2 Hours
0.007
Initial Specimen Height:
in
30 Minutes
0.007
Final Specimen Height:
in
1 Hour
Final Sample Saturation:
%
8 Hours
0.007
Swell / Settlement Potential Results
15 Hours
0.007
Final Specimen Moisture Content:
%
4 Hours
0.007
Compression Curve
Percent Heave:
Strain (%)
0.00%
Correction Factor
-0.50%
Load at Inundation (ksf)
24 Hours
0.007
% Strain Before Inundation:
Calibration Correction Factor
NONE
-1.00%
Corrected Swell
0.7
-1.50%
% Strain After Inundation:
Applied Load (ksf)
Signature
ACS Services LLC • 550 East University Drive • Mesa, Arizona 85203 • P 480.968.0790 F 480.968.0156 • www.acsservicesllc.com
Andrew Jamrogiewicz
-2.00%
Project Manager
Andrew Jamrogiewicz

Appendix B 
ABC QA Density Reports

ACS Services LLC
Maximum Dry Density & Optimum Moisture
AASHTO T 99 |       AASHTO T 180 |       ASTM D698 |       ASTM D1557 
ACS Project #
2301570
Material Type:
ABC
ACS Lab #
23-3347
Material Supplier:
Gila River Sand & Rock
Client Name:
Dibble CM
Sample Date:
6/16/2023
Project Name:
McQueen Road Investigation
Sampled By:
Joe Flores
Project Address:
McQueen Road, south of Queen Creek Road
Date Tested:
6/21/2023
Project City:
Chandler
Tested By:
Fernando Montero
Sample Location:
On Site Stockpile
Reviewed By:
Dylan Ward
Method:
     A         B
Uncorrected Dry Density 
129.9
Uncorrected Moisture 
Content
9.0
     C         D
Dry Density 
125.5
129.6
128.7
126.3
Moisture Content
6.9%
8.3%
10.4%
12.0%
Specific Gravity of 
Oversize Aggregate
2.600
7/3/2023
Project Manager
ACS Services LLC ● 2235 West Broadway Road ● Mesa, Arizona 85202 ● Office (480) 968-0190 ● Fax (480) 968-0156 ● www.acsservicesllc.com
125.5
129.6
128.7
126.3
122.0
124.0
126.0
128.0
130.0
132.0
6.0%
7.0%
8.0%
9.0%
10.0%
11.0%
12.0%
13.0%
Dry Density (pcf)
Moisture Content

Dens
Moist
MOIST %
DRY DEN
SPEC
ACTUAL
SPEC
ACTUAL
1
88.0
136.9
8.4
126.3
12.0%
7.5
131.8
5.5-9.5
8.4
95%
95.8%
Pass
22-3347
2A
 *  NOTE:  100.0 ELEVATION EQUALS AT GRADE PER COMMENT CODE
23-3347
12.0%
SIGNATURE
DATE
5864
7/20/2023
ACS PROJECT MANAGER
ACS Services LLC   •  2235 West Broadway Road  •   Mesa, AZ 85202   •   P: 480-968-0190   •   F: 480-968-0156   •   www.acsservicesllc.com
TEST LOCATION ESTABLISHED BY:
DEPTH OR ELEVATION OF TEST LOCATION ESTABLISHED BY:
TEST CONDUCTED ON:
COMMENT CODES:
Jeffry Donkersley
OPTIMUM MOISTURE 
CONTENT (%)
MAXIMUM
 DRY DENSITY
(PCF)
9.0%
129.9
7.5%
131.8
ROCK %
COMPACTION EQUIPMENT USED (X):
LAB #
UNCORRECTED
MOISTURE CONTENT 
(%)
UNCORRECTED
DRY DENSITY
(PCF)
Sink Hole Base, (22' BFG)
MOISTURE %
COMPACTION %
 PASS /
FAIL
LAB #
COMMENT   
(SEE BELOW 
FOR CODES)
FIELD OBSERVATIONS
QUALITY CONTROL RESULTS
DRY 
DENSITY 
(PCF)
ROCK %
ROCK CORRECTED 
MAX. DENSITY
TEST 
NO.
LOCATION
ELEV.
(SEE DEF. 
BELOW)
WET 
DENSITY 
(PCF)
MOISTURE 
CONTENT (%)
2855
461
CLIENT NAME
Dibble CM
ACS FIELD TECH.
Joe Flores
PROJECT NAME
McQueen Road Improvements
GEN. TEST LOCATION
Sink Hole Base, 22 Feet below finish grade
PROJECT ADDRESS
McQueen Road, S. of Queen Creek Road
GAUGE SERIAL NO.
PROJECT CITY
Chandler, Az
STANDARD COUNTS
ACS services llc 
FIELD DENSITY REPORT
ACS PROJECT #
2301570
DATE OF TESTING
Friday, June 16, 2023
1 = FILL MAT'L
   2 = BACKFILL
   3 = BASE CRSE
   4 = SUBBASE
   5 = SOIL CMNT
   6 = SUBGRADE
   7 = OTHER
A = TEST RESULTS COMPLY
           WITH SPECIFICATIONS
    B = COMPACTION % DOES
           NOT COMPLY WITH SPECS
    C = RETEST OF PREVIOUS TEST
    D = MOISTURE IN EXCESS OF
            SPECIFCATION
    E = MOISTURE BELOW SPECS
VIBRATORY
NON VIBRATORY
VIBRATORY PLATE
SMOOTH STEEL DRUM
SHEEPSFOOT
BRICKFOOT
RUBBER TIRED
BULLDOZER
JUMPING JACK
WALK BEHIND STEEL DRUM
OTHER:
GRID LINES
CONTROL PTS.
ESTIMATION
CONTRACTOR
CONTRACTOR
ESTIMATION
GRADE STAKES
SURVEY
FULL TIME BASIS
INTERMITTENT BASIS

DEN.
MOIST.
MOIST %
DRY DEN
SPEC
ACTUAL
SPEC
ACTUAL
1
86.0
134.1
7.3
126.9
6%
8.5
130.8
6.5-10.5
7.3
95+
97.0%
Pass
23-3347
2A
2
3
4
5
6
7
8
9
10
 *  NOTE:  100.0 ELEVATION EQUALS AT GRADE PER COMMENT CODE
23-3347
6.0%
SIGNATURE
DATE
29918
PROJECT ADDRESS
McQueen Road south of queen creek
GAUGE SERIAL NO.
PROJECT CITY
Chandler
STANDARD COUNTS
1699
686
CLIENT NAME
Dibble CM
ACS FIELD TECH.
Julie Berry
PROJECT NAME
McQueen Road Investigation
GEN. TEST LOCATION
road repair backfill
ACS services llc 
FIELD DENSITY REPORT
ACS PROJECT #
2301570
DATE OF TESTING
Monday, June 19, 2023
TEST 
NO.
LOCATION
ELEV.
(SEE DEF. 
BELOW)
WET 
DENSITY 
(PCF)
MOISTURE 
CONTENT (%)
Road repair backfill
FIELD OBSERVATIONS
QUALITY CONTROL RESULTS
DRY 
DENSITY 
(PCF)
ROCK %
ROCK CORRECTED 
MAX. DENSITY
MOISTURE %
COMPACTION %
 PASS /
FAIL
LAB #
COMMENT   
(SEE BELOW 
FOR CODES)
8.5%
130.8
ROCK %
COMPACTION EQUIPMENT USED (X):
LAB #
UNCORRECTED
MOISTURE CONTENT 
(%)
UNCORRECTED
DRY DENSITY
(PCF)
OPTIMUM 
MOISTURE 
CONTENT (%)
MAXIMUM
 DRY DENSITY
(PCF)
9.0%
129.9
ACS Services LLC   •   2235 W Broadway Rd   •   Mesa, AZ 85202   •   P: 480-968-0190   •   F: 480-968-0156   •   www.acsservicesllc.com
TEST LOCATION ESTABLISHED BY:
DEPTH OR ELEVATION OF TEST LOCATION ESTABLISHED BY:
TEST CONDUCTED ON:
COMMENT CODES:
jeffry Donkersley
7/20/2023
ACS PROJECT MANAGER
1 = FILL MAT'L
   2 = BACKFILL
   3 = BASE CRSE
   4 = SUBBASE
   5 = SOIL CMNT
   6 = SUBGRADE
   7 = OTHER
A = TEST RESULTS COMPLY
           WITH SPECIFICATIONS
    B = COMPACTION % DOES
           NOT COMPLY WITH SPECS
    C = RETEST OF PREVIOUS TEST
    D = MOISTURE IN EXCESS OF
            SPECIFCATION
    E = MOISTURE BELOW SPECS
VIBRATORY
NON VIBRATORY
VIBRATORY PLATE
SMOOTH STEEL DRUM
SHEEPSFOOT
BRICKFOOT
RUBBER TIRED
BULLDOZER
JUMPING JACK
WALK BEHIND STEEL DRUM
OTHER:
GRID LINES
CONTROL PTS.
ESTIMATION
CONTRACTOR
CONTRACTOR
ESTIMATION
GRADE STAKES
SURVEY
FULL TIME BASIS
INTERMITTENT BASIS

DEN.
MOIST.
MOIST %
DRY DEN
SPEC
ACTUAL
SPEC
ACTUAL
1
97.0
133.9
7.2
124.9
0%
9.0
129.9
7.0-11.0
7.2
95
96.2%
Pass
23-3347
2A
2
95.0
137.0
7.4
127.6
0%
9.0
129.9
7.0-11.0
7.4
95
98.2%
Pass
23-3347
2A
3
93.0
135.1
7.5
125.7
0%
9.0
129.9
7.0-11.0
7.5
95
96.7%
Pass
23-3347
2A
4
86.0
137.4
7.2
128.2
0%
9.0
129.9
7.0-11.0
7.2
95
98.7%
Pass
23-3347
2A
5
6
7
8
9
10
 *  NOTE:  100.0 ELEVATION EQUALS AT GRADE PER COMMENT CODE
23-3347
0.0%
SIGNATURE
DATE
ACS Services LLC   •   2235 W Broadway Rd   •   Mesa, AZ 85202   •   P: 480-968-0190   •   F: 480-968-0156   •   www.acsservicesllc.com
TEST LOCATION ESTABLISHED BY:
DEPTH OR ELEVATION OF TEST LOCATION ESTABLISHED BY:
TEST CONDUCTED ON:
COMMENT CODES:
Jeffry Donkersley
7/20/2023
ACS PROJECT MANAGER
9.0%
129.9
ROCK %
COMPACTION EQUIPMENT USED (X):
LAB #
UNCORRECTED
MOISTURE CONTENT 
(%)
UNCORRECTED
DRY DENSITY
(PCF)
OPTIMUM MOISTURE 
CONTENT (%)
MAXIMUM
 DRY DENSITY
(PCF)
9.0%
129.9
in sidewalk alignment
at bottom of abondoned MH
in sidewalk alignment
in sidewalk alignment
FIELD OBSERVATIONS
QUALITY CONTROL RESULTS
DRY 
DENSITY 
(PCF)
ROCK %
ROCK CORRECTED 
MAX. DENSITY
MOISTURE %
COMPACTION %
 PASS /
FAIL
LAB #
COMMENT   
(SEE BELOW 
FOR CODES)
TEST 
NO.
LOCATION
ELEV.
(SEE DEF. 
BELOW)
WET 
DENSITY 
(PCF)
MOISTURE 
CONTENT (%)
ACS services llc 
FIELD DENSITY REPORT
ACS PROJECT #
2301570
DATE OF TESTING
Tuesday, June 20, 2023
CLIENT NAME
Dibble CM
ACS FIELD TECH.
B. Danilich
PROJECT NAME
McQueen Road Investigation
GEN. TEST LOCATION
Sinkhole backfill
15518
PROJECT ADDRESS
McQueen Rd south of Queen Creek Rd
GAUGE SERIAL NO.
PROJECT CITY
Chandler
STANDARD COUNTS
1818
683
1 = FILL MAT'L
   2 = BACKFILL
   3 = BASE CRSE
   4 = SUBBASE
   5 = SOIL CMNT
   6 = SUBGRADE
   7 = OTHER
A = TEST RESULTS COMPLY
           WITH SPECIFICATIONS
    B = COMPACTION % DOES
           NOT COMPLY WITH SPECS
    C = RETEST OF PREVIOUS TEST
    D = MOISTURE IN EXCESS OF
            SPECIFCATION
    E = MOISTURE BELOW SPECS
VIBRATORY
NON VIBRATORY
VIBRATORY PLATE
SMOOTH STEEL DRUM
SHEEPSFOOT
BRICKFOOT
RUBBER TIRED
BULLDOZER
JUMPING JACK
WALK BEHIND STEEL DRUM
OTHER:
GRID LINES
CONTROL PTS.
ESTIMATION
CONTRACTOR
CONTRACTOR
ESTIMATION
GRADE STAKES
SURVEY
FULL TIME BASIS
INTERMITTENT BASIS

DEN.
MOIST.
MOIST %
DRY DEN
SPEC
ACTUAL
SPEC
ACTUAL
1
100.0
143.1
7.1
133.6
7%
8.4
131.8
6.4-10.4
7.1
100
101.4%
Pass
23-3347
3A
2
100.0
143.6
6.9
134.3
7%
8.4
131.8
6.4-10.4
6.9
100
101.9%
Pass
23-3347
3A
3
4
5
6
7
8
9
10
 *  NOTE:  100.0 ELEVATION EQUALS AT GRADE PER COMMENT CODE
23-3347
7.4%
SIGNATURE
DATE
ACS services llc 
FIELD DENSITY REPORT
ACS PROJECT #
2301570
DATE OF TESTING
Monday, June 26, 2023
CLIENT NAME
Dibble Cm
ACS FIELD TECH.
Robert L
PROJECT NAME
Mcqueen Road Investigation
GEN. TEST LOCATION
S bound lane of Mcqueen and Queen Creek
PROJECT ADDRESS
Mcqueen road South of Queen creek road
GAUGE SERIAL NO.
15339
PROJECT CITY
Chandler
STANDARD COUNTS
1540
678
TEST 
NO.
LOCATION
ELEV.
(SEE DEF. 
BELOW)
WET 
DENSITY 
(PCF)
MOISTURE 
CONTENT (%)
LAB #
COMMENT   
(SEE BELOW 
FOR CODES)
FIELD OBSERVATIONS
QUALITY CONTROL RESULTS
DRY 
DENSITY 
(PCF)
ROCK %
ROCK CORRECTED 
MAX. DENSITY
33.257315,-111.824121
33.257250,-111.824129
MOISTURE %
COMPACTION %
 PASS /
FAIL
COMPACTION EQUIPMENT USED (X):
LAB #
UNCORRECTED
MOISTURE CONTENT 
(%)
UNCORRECTED
DRY DENSITY
(PCF)
OPTIMUM MOISTURE 
CONTENT (%)
MAXIMUM
 DRY DENSITY
(PCF)
9.0%
129.9
8.4%
131.8
ROCK %
7/20/2023
ACS PROJECT MANAGER
ACS Services LLC   •   2235 W Broadway Rd   •   Mesa, AZ 85202   •   P: 480-968-0190   •   F: 480-968-0156   •   www.acsservicesllc.com
TEST LOCATION ESTABLISHED BY:
DEPTH OR ELEVATION OF TEST LOCATION ESTABLISHED BY:
TEST CONDUCTED ON:
COMMENT CODES:
Jeffry Donkersley
1 = FILL MAT'L
   2 = BACKFILL
   3 = BASE CRSE
   4 = SUBBASE
   5 = SOIL CMNT
   6 = SUBGRADE
   7 = OTHER
A = TEST RESULTS COMPLY
           WITH SPECIFICATIONS
    B = COMPACTION % DOES
           NOT COMPLY WITH SPECS
    C = RETEST OF PREVIOUS TEST
    D = MOISTURE IN EXCESS OF
            SPECIFCATION
    E = MOISTURE BELOW SPECS
VIBRATORY
NON VIBRATORY
VIBRATORY PLATE
SMOOTH STEEL DRUM
SHEEPSFOOT
BRICKFOOT
RUBBER TIRED
BULLDOZER
JUMPING JACK
WALK BEHIND STEEL DRUM
OTHER:
GRID LINES
CONTROL PTS.
ESTIMATION
CONTRACTOR
CONTRACTOR
ESTIMATION
GRADE STAKES
SURVEY
FULL TIME BASIS
INTERMITTENT BASIS

Appendix C 
Asphalt and Concrete QA Test Reports

Project Manager
Client
Dibble CM
Asphalt Supplier
Vulcan - 5223
Project Name
McQueen Road Investigation
Product Code
231517G
ACS services llc 
Physical Properties of Asphaltic Concrete
ACS JOB #
2301570
ACS Lab #
23-3497
Material Type
3/4 EVAC PG 70-10
Sample Location
McQueen Road Backfill Patch;  Southbound
Lab Tested By
Fernando Montero
2" Base Lift,  44 Tons,  Temperature 283 ⁰F
Reviewed By
Dylan Ward
Project Address
McQueen Road, south of Queen Creek Road
Date of Extraction
06/27/23
Project City
Chandler
Date of Lab Test
06/28/23
Remarks
aboratory Compaction Temperature 293-302 ⁰F
SIEVE ANALYSIS
ADDITIONAL TESTING
Sieve Size  
inches / mm
% Passing
Mix Design 
Targets
Production 
Tolerances
Physical Properties
Test Results
Mix Design 
Production 
Tolerances
AASHTO T30
2" / 50
231517G
231517G
Asphalt content (% by weight of total sample)      
AASHTO T308
4.9
4.1-4.9
1 1/2" / 37.5
Moisture Content of Bituminous Mixtures (%)      
AASHTO T329
0.08
3/4" / 19
99
96
89-100
1" / 25
100
100
100
N/V
#4 / 4.75
50
3/8" / 9.5
77
1/4" / 6.3
61
Bulk Density of Asphalt - Marshall (pcf)       
AASHTO T166
1/2" / 12.5
87
85
79-91
Maximum Theoretical Density - Rice (pcf)         
AASHTO T209
155.2
5.6
2.8-6.2
#30 / 0.600
18
#10 / 2.00
33
#16 / 1.18
26
Percent Air Voids in Mix (%)                                  
AASHTO T269
#8 / 2.36
36
30
24-36
Average of Gyratory Density at Ndesign (pcf)      
AASHTO T312
146.5
#50 / 0.300
11
#100 / 0.150
6
Marshall Flow (0.01 in)
#40 / 0.425
14
12
8-16
Marshall Stability (lbs)
N/V
N/V  = No Value. Was not tested or is not applicable
THE SERVICES REFERRED TO HEREIN WERE PERFORMED IN ACCORDANCE WITH 
THE ASTM / AASHTO OR OTHER LOCAL STANDARD AS APPLICABLE FOR THIS 
PROJECT. THESE RESULTS RELATE ONLY TO THE CONDITIONS OBSERVED OR THE 
SAMPLE(S) TESTED AS REFERENCED.   ACS SERVICES LLC MAKES NO OTHER 
WARRANTY OR REPRESENTATION, EXPRESSED OR IMPLIED.
Reviewed by:
7/3/2023
ACS Services LLC   •   2235 West Broadway Road   •   Mesa, AZ 85202   •   P: 480-968-0190   •   F: 480-968-0156   •   www.acsservicesllc.com
N/V
#200 / 0.075
3.7
3.9
1.9-5.9
Final oil content does not factor in a correction factor
Notes & Observations:

Project Manager
N/V  = No Value. Was not tested or is not applicable
THE SERVICES REFERRED TO HEREIN WERE PERFORMED IN ACCORDANCE WITH 
THE ASTM / AASHTO OR OTHER LOCAL STANDARD AS APPLICABLE FOR THIS 
PROJECT. THESE RESULTS RELATE ONLY TO THE CONDITIONS OBSERVED OR THE 
SAMPLE(S) TESTED AS REFERENCED.   ACS SERVICES LLC MAKES NO OTHER 
WARRANTY OR REPRESENTATION, EXPRESSED OR IMPLIED.
Reviewed by:
7/3/2023
ACS Services LLC   •   2235 West Broadway Road   •   Mesa, AZ 85202   •   P: 480-968-0190   •   F: 480-968-0156   •   www.acsservicesllc.com
N/V
#200 / 0.075
5.0
4.0
2-6
Final oil content does not factor in a correction factor
Notes & Observations:
#50 / 0.300
12
#100 / 0.150
7
Marshall Flow (0.01 in)
#40 / 0.425
15
12
8-16
Marshall Stability (lbs)
N/V
4.6
2.8-6.2
#30 / 0.600
19
#10 / 2.00
33
#16 / 1.18
27
Percent Air Voids in Mix (%)                                  
AASHTO T269
#8 / 2.36
36
33
27-39
Average of Gyratory Density at Ndesign (pcf)      
AASHTO T312
147.4
N/V
#4 / 4.75
48
3/8" / 9.5
81
84
78-90
1/4" / 6.3
59
Bulk Density of Asphalt - Marshall (pcf)       
AASHTO T166
1/2" / 12.5
96
97
90-100
Maximum Theoretical Density - Rice (pcf)         
AASHTO T209
154.4
2" / 50
331517G
331517G
Asphalt content (% by weight of total sample)      
AASHTO T308
4.78
4.6-5.4
1 1/2" / 37.5
Moisture Content of Bituminous Mixtures (%)      
AASHTO T329
0.04
3/4" / 19
100
100
100
1" / 25
100
Remarks
Laboratory Compaction Temperature 293-302 ⁰F
SIEVE ANALYSIS
ADDITIONAL TESTING
Sieve Size  
inches / mm
% Passing
Mix Design 
Targets
Production 
Tolerances
Physical Properties
Test Results
Mix Design 
Production 
Tolerances
AASHTO T30
Sample Location
McQueen Road Backfill Patch; Southbound
Lab Tested By
Fernando Montero
1.5" Aurface Lift,  41.81 Tons,  Temperature 292 ⁰F
Reviewed By
Dylan Ward
Project Address
McQueen Road, south of Queen Creek Road
Date of Extraction
06/27/23
Project City
Chandler
Date of Lab Test
06/28/23
Client
Dibble CM
Asphalt Supplier
Vulcan - 5223
Project Name
McQueen Road Investigation
Product Code
331517G
ACS services llc 
Physical Properties of Asphaltic Concrete
ACS JOB #
2301570
ACS Lab #
23-3498
Material Type
1/2 EVAC PG 70-10

X
Slurry (ASTM D4832-10)
X
2 x 4 Cylinders
2 x 2 Cube
days
Yes
x No
Yes
x No
Checked In By:
Curing Method:
(1) Cone
(2) Cone & Split
(3) Columnar
(4) Sheer
(5) Side Fracture
(6) Pointed End
Reviewed By
1
1
Truck #
406
days
Pour End Time:
3000
Conc. Temp. (°F)
84
Slump (in.)
T309/C1064
T119/C143
Other:
FIELD RESULTS
Load Size:
11.0 c.y.
Prism
6 x 12 Cylinders
28
Project Strength Spec:
Supplier & Plant #
Arizona Materials - Sagaton - 11
Material Ticket #
1964221
28
3000
30
T152/C231
Volumetric
Air Temp. (°F)
Conc. Temp. (°F)
Field Test Results
T196/C173
Air Content (%)
-
-
T152/C231
Pressure
Air Content (%)
T196/C173
AASHTO/ASTM
60-90
T121/C138
Unit Weight (pcf)
Project Specs
ACS Services LLC
Laboratory Testing for Compressive Strength
Date Sampled:
Wednesday, June 21, 2023
AASHTO/ASTM
-
Type/Agg Size:
Time Batched:
9:25 AM
Air Temp. (°F)
psi at
Supplier Design Strength:
psi at
Field Equipment ID #'s
-
Concrete (ASTM C-39, C-31, C-143; AASHTO T-22, T-23, T-119)
# of Cyl/Prisms:
4
Time Sampled:
9:55 AM
Time in Mixer
Type of Fracture:
Age
Pads or 
Cap
Area
Average Diameter    
Average 
Width x Length 
7
Sampled By:
Fernando Montero
Mortar (ASTM C-109/C-109-08)
4 x 8 Cylinders
-
Product Code / Mix ID#
13004
5 1/4
Temperature and Humidity Controlled Fog Room
Condition of Cylinders Received:
Date Checked In:
06/26/23
LAB TEST RESULTS
Date Delivered to Lab:
T309/C1064
T119/C143
Authorized By:
Notes & Remarks:
Location:
ACSDC-02
Comp. Machine ID#
CG1800730
Picked Up By: Fernando Montero
Brandy Whinery
Admixture Added?
Water Added?
Gallons Added:
-
Cubic Yards of Material Placed By
-
142%
145%
Fracture 
Type
2
3
2
Date Tested
% of Strength
Max Load (lbs)
Curing - Max Temp (°F):
Curing - Min Temp (°F):
Sample Storage:
Dylan Ward
2940
12.57
4.00
7/19/23
2
Slump (in.)
Pressure
Unit Weight (pcf)
Weather Conditon
T121/C138
Volumetric
98%
148%
if yes:
Micrometer/Caliper ID #
ACS Observed the Placement of
-
06/22/23
Pads
4
Comp. 
Strength 
(Psi or Mpa)
4440
4.00
36999
55748
6/28/23
Speciman
1
Tested By
Reviewed 
By
28
Pads
Fernando Montero
Dylan Ward
12.57
Fernando Montero
4250
28-Day Average
28
H
Fernando Montero
Dylan Ward
12.57
4345
53392
4.00
7/19/23
3
ACS Services LLC / 2235 W Broadway / Mesa AZ 85202 / 480-968-0190  FAX 480-968-0156    
Jeffry Donkersley
of
*The test results for the concrete specimans only relate to the sample location seen at the top of this page which our technician observed the placement 
**The concrete test results shall not be reproduced, except in full without prior written approval
Signature & Date of Final Issue
7/20/2023
Page
Project #
2301570
23-3443
Dibble CM
McQueen Road Investigation
Grout (ASTM C-1019-09,  C-31, C-143; AASHTO T-22, T-23, T-119)
Concrete Sampled In
Sample Location:
Sidewalk on SB side of S McQueen Rd 70' S of Paseo Trail
Pads
Address:
McQueen Road, south of Queen Creek Road
Set
City:
Chandler
1
Project Name:
Client:
ACS Lab #

Project Number
23071.00
Concrete Sample Id
C-031410
Project Name
McQueen Emergency Repair Project
Material  /  Specification
C30
MAG 340
Client Name
Achen-Gardner Construction
Material Description
3000 psi Concrete
Client Project Number
Project Section / Activity
Project-wide
02
Sampled By
Ivan Celaya
Project Test No.
C30-1
Structure
Date / Time
6/21/2023
10:00
Sub-Structure Portion
Sidewalk
Mix Design
13004
Lot Identifier
N/A
Supplier
AZ Materials
Reference Line
McQueen 
Plant Number
Sacaton-11
Sample Location
N/A 37'RT
Placement / Load No.
CP-009849
1
Truck No
406
TEST RESULT
SPEC
Ticket No
1964221
Slump, inches (ASTM C143)
6.5"
3" - 5"
Batch Qty (cy)
11.00
Air Content, % (ASTM C231)
Batch Time
9:25 AM
Concrete Temp, °F (ASTM C1064)
80
60 - 90
Start Time
9:52 AM
Ambient Temp, °F
90
Finish Time
10:15 AM
Unit Weight (lbs/ft³) (ASTM C138)
Time in Mixer (minutes)
50
Relative Yield (%) (ASTM C138)
Water Added (gallons)
0
w/c Ratio
Approved By†
Initial Curing Environment:
Immersed in Water
COMPRESSIVE STRENGTH TEST RESULTS (ASTM C39)
Required Strength:
3000 psi
Cylinder 
Number
Test
Age
Date Tested
Cylinder
Diameter (in)
Area (in²)
Maximum
Load (lbs)
Compressive
Strength 
(psi)
Capping
Method
Type Of
Fracture
Tested By
1
7 days
06/28/23
4.01
12.63
34380
2720
C1231
4
Jessica Pena-
Melroy
2
28 days
07/19/23
3
28 days
07/19/23
4
56 days
08/16/23
28 Day Avg:
Remarks
SPECIFICATION STATUS
Load Number
Test
Result
Spec
Status
Load #1 - Ticket #1964221
Slump
7
3 - 5
FAIL
* Denotes average 28-day compressive strength is below required strength.
† Denotes name of P.E. or his designee who accepts responsibility for the contents of this report, techinical or otherwise.
The test results conatained herein relate only to the items inspected or tested and this report shall not be reproduced, except in full, without the prior written 
approval of Quality Testing, LLC.
Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH SET

Appendix D
                     QC Test Reports

Achen-Gardner Construction
6/21/2023
550 S. 79th Street
Chandler, AZ  85226
Attention: 
Phone: (480) 940-1300,  FAX
Subject:
Contractor Quality Control Testing Summary
McQueen Emergency Repair Project
QT Project No. 23071.00
Report No. 1 - For Period 6/10/2023 thru 6/16/2023
This report includes test data for construction materials sampling and testing performed on the above referenced 
project during the reporting period. Included, if applicable, are the field density test summaries, individual field 
density tests, concrete placement summaries and compressive strength information, soils and aggregate test 
summaries, individual soil and aggregate test data and bituminous tests.
Daily diaries from each technician who performed materials testing and/or inspection services during the 
reporting period are also included in this report.
If there are any questions, please do not hesitate to call me at (480) 496-2000.
Sincerely,
Jaye Richardson
Quality Testing, LLC
Project Supervisor
cc:       darriaga@achen.com
cc:       dbroderick@achen.com
QT  |  175 S. Hamilton Pl. Bldg 6, Suite 114  |  Gilbert, AZ 85233  |  o 480.496.2000  |  f 480.496.2001  |  qt-az.com
CIVIL ENGINEERING PROJECT SERVICES
Materials Testing | Inspection | Compliance Documentation
Construction Administration | Quality Programs
Geotechnical Services | Pavement Design
We Make Quality Our Business

SECTION: 01 Project-wide
PROJECT ACTIVITY: Soils (01)    SPECIFICATION SECTION: MAG 601
TRENCH BACKFILL (TB)
TEST ID
TEST LOCATION
LABORATORY PROCTOR
FIELD TEST DATA
TEST NO
LOG NO
TEST
DATE
LOCATION
DESCRIPTION
ELEV
LIFT NO
LAB
ID
MAX
DENS
OPT
MOIST
TEST
DEPTH
%
ROCK
ADJ
MAX
ADJ
OPT
WET
DENS
%
MOIST
DRY
DENS
%
COMP
SPEC
PASS
FAIL
TB-3 
FD-027240
06/16/23
McQueen 
N/A, 34 LT
78
1
1-Pt
119.1
12.8
10"
11.5
122.5
11.4
126.6
10.1
115.0
94
95
FAIL
Tested By:
Ivan Celaya
Comments: 
Approved By†:
Jaye Richardson  6/20/2023
TB-3A
FD-027240
06/16/23
McQueen 
N/A, 34 LT
78
1
1-Pt
119.1
12.8
6"
11.5
122.5
11.4
128.8
10.5
116.6
95
95
PASS
Tested By:
Ivan Celaya
Comments: 
Approved By†:
Jaye Richardson  6/19/2023
TB-4 
FD-027241
06/16/23
McQueen 
N/A, 33 LT
80
2
9778
127.3
8.3
10"
8.6
127.3
8.3
128.2
6.6
120.3
95
95
PASS
Tested By:
Ivan Celaya
Comments: 
Approved By†:
Jaye Richardson  6/19/2023
TB-5 
FD-027242
06/16/23
McQueen 
N/A, 34 LT
82
3
9778
127.3
8.3
10"
8.6
127.3
8.3
129.7
6.3
122.0
96
95
PASS
Tested By:
Ivan Celaya
Comments: 
Approved By†:
Jaye Richardson  6/19/2023
FSG = Finished Subgrade
TOP = Top of Pipe
† Denotes name of P.E. or his designee who accepts responsibility for the contents of this report, techinical or otherwise.
The test results conatained herein relate only to the items inspected or tested and this report shall not be reproduced, except in full, without the prior written approval of Quality Testing, 
LLC.
PROJECT FIELD DENSITY SUMMARY
1 of 1
Date of Report
Report Period
Page
Project No.
23071.00
Project Name
McQueen Emergency Repair Project
Client
Client Project No.
June 21, 2023
Achen-Gardner Construction
6/10/2023 to 6/16/2023

Project No.
Project Name
Project Number(s)
23071.00
McQueen Emergency Repair Project
Sampled By
Sample Date
Logged By
Date Logged
Released By
Release Date
Approved By†
Date Approved
Ivan Celaya
6/15/2023
Ivan Celaya
6/15/2023
Jaye Richardson
6/15/2023
Jaye Richardson
6/17/2023
Material Source
Sampled From
Reference Line
Station
Offset
Stock pile
McQueen 
N/A
29 LT
Remarks
ABC proctor 
Material Code
Material Description
Project Activity
Activity Description
SG
Subgrade
01
Soils
SG3
Subgrade (MAG Curb, Gutter, Sidewalks)
01
Soils
TB
Trench Backfill
01
Soils
Sample Intended Uses
Material Code
Spec Section
Test Property
Lower Limit
Upper Limit
Specifications
Compaction Characteristics of Soil
AASHTO T99 Method D
Maximum Dry 
Density, pcf
Optimum 
Moisture, %
127.3
8.3
Tested By: Marco Solano     6/15/2023
TEST RESULTS
Sample In Compliance With Referenced Specifications
USCS Classification (ASTM D2487):
AASHTO Classification (AASHTO M145):
A-1-a (2)
SPECIFICATION STATUS
† Denotes name of P.E. or his designee who accepts responsibility for the contents of this report, technical or otherwise.
The test results contained herein relate only to the items inspected or tested.
This report shall not be reproduced, except in full, without the prior written approval of QT.
Page 1 of 1
SOIL & AGGREGATE SAMPLE SUMMARY
S-009778
Sample Id

Project Name McQueen Emergency Repair Project
QT Project Number: 23071.00
Client Name:
Achen-Gardner Construction
Client Project Number:
Activity:
01 Soils
Work Element: Trench Backfill
Material Info:
Material Code: TB
Material Description: Trench Backfill
Test Data:
Test Method:
232b
Weight of Mold & Soil (lbs):
13.10
Wet Density: (pcf) 112.2
Weight of Mold (lbs):
9.36
Moisture Content: (%) 11.7
Weight of Compacted Soil (lbs):
3.74
Test Location:
Reference Line: McQueen 
Sampled From: Stock pile
Station:
Elevation (ft): 92
Offset:
29 LT
Lift Number:
One-Point Results
One Point Id
Date Tested
Curve
Letter
Percent 
From Curve
Above / 
Below
Max Dry 
Density (pcf)
Optimum 
Moisture 
(%)
Tested By
P-0001009
6/14/23
J
10%
Below
119.1
12.8
Ivan Celaya
Approved By†:
Jaye Richardson
† Denotes name of P.E. or his designee who accepts responsibility for the contents of this report, techinical or otherwise.
The test results conatained herein relate only to the items inspected or tested and this report shall not be reproduced, except in full, without the prior written approval 
of Quality Testing, LLC.
ONE POINT PROCTOR
ARIZ 232b , ARIZ 246b

Project Communications
General Comments
Client
Client Project Number
Client Contact Name
Achen-Gardner Construction
Owner Agency
Owner Project Number
Temperature
Sky Condition
Wind
Precipitation
COC
90-100F
Clear
Calm
None
Arrive Time
Leave Time
Hrs On Project
Travel Hours
Offsite Hrs
Total Hrs
Begin Mileage
End Mileage
Project Mileage
11:30:00
12:30:00
1.00
0.00
0.00
1.00
16010
16041
31
Activity Number
Activity Description
Structure
Work Element
01
Soils
Brief Description of Operation
Plans Sheet Reference
Specification Reference
Sample pick up
N/A
N/A
Section
Reference Line
Stations
Offsets
Roadway Direction
Project-wide
McQueen 
N/A to N/A
29.00L 
Equipment Description
Quantity
Hours
Comment
Activity Details
•
Arrived on site to collect native soil sample from trech at McQueen
•
Collected 1 5 gallon bucket of soil from approximately 8 feet dow from grade
•
Delivered sample to QT lab for proctor testing
Reviewed By: Jaye Richardson on 6/15/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0064533
Inspection Date
06/14/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Ivan Celaya
Page Number
Page 1 of 2

Photo:
Picture 1
Comments:
Trench hole on McQueen 
Photo:
Picture 2
Comments:
soil sample collected for proctor 
Reviewed By: Jaye Richardson on 6/15/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0064533
Inspection Date
06/14/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Ivan Celaya
Page Number
Page 2 of 2

Project Communications
General Comments
Client
Client Project Number
Client Contact Name
Achen-Gardner Construction
Owner Agency
Owner Project Number
Temperature
Sky Condition
Wind
Precipitation
COC
90-100F
Clear
Calm
None
Arrive Time
Leave Time
Hrs On Project
Travel Hours
Offsite Hrs
Total Hrs
Begin Mileage
End Mileage
Project Mileage
09:00:00
10:00:00
1.00
0.00
0.00
1.00
16041
16105
64
Activity Number
Activity Description
Structure
Work Element
01
Soils
Brief Description of Operation
Plans Sheet Reference
Specification Reference
AB sample 
N/A
N/A
Section
Reference Line
Stations
Offsets
Roadway Direction
Project-wide
McQueen 
N/A
29.00L 
Equipment Description
Quantity
Hours
Comment
Activity Details
•
Arrived on site to collect AB  sample from stock piles at McQueen
•
Collected 2 5 gallon bucket of AB from stock piles
•
Delivered sample to QT lab for proctor testing
Reviewed By: Jaye Richardson on 6/15/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0064566
Inspection Date
06/15/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Ivan Celaya
Page Number
Page 1 of 2

Photo:
Picture 1
Comments:
Collected AB sample from stock piles 
Reviewed By: Jaye Richardson on 6/15/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0064566
Inspection Date
06/15/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Ivan Celaya
Page Number
Page 2 of 2

Project Communications
General Comments
Client
Client Project Number
Client Contact Name
Achen-Gardner Construction
Owner Agency
Owner Project Number
Temperature
Sky Condition
Wind
Precipitation
COC
90-100F
Clear
Calm
None
Arrive Time
Leave Time
Hrs On Project
Travel Hours
Offsite Hrs
Total Hrs
Begin Mileage
End Mileage
Project Mileage
11:00:00
14:00:00
3.00
0.00
0.00
3.00
16165
16188
23
Activity Number
Activity Description
Structure
Work Element
01
Soils
Trench Backfill
Brief Description of Operation
Plans Sheet Reference
Specification Reference
Compaction test
N/A
N/A
Section
Reference Line
Stations
Offsets
Roadway Direction
Project-wide
McQueen 
N/A to N/A
35.00L 
Equipment Description
Quantity
Hours
Comment
Activity Details
•
Arrived on site for Trench backfill density and moisture test on southbound lanes on McQueen between Queen Creek &
Ocotillo in Chandler
•
The contractor Achen-Garner has on going backfill for trench
•
The contrator excavated trench to 22 feet below grade to find solid native material before backfill
•
1 density test was performed on native material to verify area was solid and stable before backfill with AB material Please
refer to density log FD-027240
•
The contractor conniued with AB material backfill using an excavator with bucket to placed AB material into trech and used
an sheetfoot attachment to roll and compact material into placed.  Native and AB materuals were process with water before 
backfill
•
I performed 2 densuty and moisture test on AB bacjfill please refer to density logs FD-027241-FD-027242 for test results
•
Test results were communicated to crew and city inspector on site
Reviewed By: Jaye Richardson on 6/19/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0064677
Inspection Date
06/16/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Ivan Celaya
Page Number
Page 1 of 3

Photo:
Picture 1
Comments:
Placing backfill materials in to trench on McQueen road
Photo:
Picture 2
Comments:
rolling and compacting backfill materials in to trench on McQueen road
Photo:
Picture 3
Comments:
Density and moisture test on backfill materials in to trench on McQueen road
Reviewed By: Jaye Richardson on 6/19/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0064677
Inspection Date
06/16/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Ivan Celaya
Page Number
Page 2 of 3

Photo:
Picture 4
Comments:
Excavation on trench on McQueen road
Reviewed By: Jaye Richardson on 6/19/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0064677
Inspection Date
06/16/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Ivan Celaya
Page Number
Page 3 of 3

Achen-Gardner Construction
6/26/2023
550 S. 79th Street
Chandler, AZ  85226
Attention: 
Phone: (480) 940-1300,  FAX
Subject:
Contractor Quality Control Testing Summary
McQueen Emergency Repair Project
QT Project No. 23071.00
Report No. 2 - For Period 6/17/2023 thru 6/23/2023
This report includes test data for construction materials sampling and testing performed on the above referenced 
project during the reporting period. Included, if applicable, are the field density test summaries, individual field 
density tests, concrete placement summaries and compressive strength information, soils and aggregate test 
summaries, individual soil and aggregate test data and bituminous tests.
Daily diaries from each technician who performed materials testing and/or inspection services during the 
reporting period are also included in this report.
If there are any questions, please do not hesitate to call me at (480) 496-2000.
Sincerely,
Jaye Richardson
Quality Testing, LLC
Project Supervisor
cc:       darriaga@achen.com
cc:       dbroderick@achen.com
QT  |  175 S. Hamilton Pl. Bldg 6, Suite 114  |  Gilbert, AZ 85233  |  o 480.496.2000  |  f 480.496.2001  |  qt-az.com
CIVIL ENGINEERING PROJECT SERVICES
Materials Testing | Inspection | Compliance Documentation
Construction Administration | Quality Programs
Geotechnical Services | Pavement Design
We Make Quality Our Business

SECTION: 01 Project-wide
PROJECT ACTIVITY: Soils (01)    SPECIFICATION SECTION: MAG 601
AGGREGATE BASE (AB)
TEST ID
TEST LOCATION
LABORATORY PROCTOR
FIELD TEST DATA
TEST NO
LOG NO
TEST
DATE
LOCATION
DESCRIPTION
ELEV
LIFT NO
LAB
ID
MAX
DENS
OPT
MOIST
TEST
DEPTH
%
ROCK
ADJ
MAX
ADJ
OPT
WET
DENS
%
MOIST
DRY
DENS
%
COMP
SPEC
PASS
FAIL
AB-1 
FD-027413
06/22/23
McQueen 
N/A, 12 LT
99
12
9778
127.3
8.3
10"
8.8
127.3
8.3
138.9
8.0
128.6
101
100
PASS
Tested By:
Ivan Celaya
Comments: 
Approved By†:
Jaye Richardson  6/22/2023
AB-2 
FD-027414
06/22/23
McQueen 
N/A, 30 LT
99
12
9778
127.3
8.3
10"
8.8
127.3
8.3
138.1
8.1
127.8
100
100
PASS
Tested By:
Ivan Celaya
Comments: 
Approved By†:
Jaye Richardson  6/22/2023
SUBGRADE (MAG CURB, GUTTER, SIDEWALKS) (SG3)
TEST ID
TEST LOCATION
LABORATORY PROCTOR
FIELD TEST DATA
TEST NO
LOG NO
TEST
DATE
LOCATION
DESCRIPTION
ELEV
LIFT NO
LAB
ID
MAX
DENS
OPT
MOIST
TEST
DEPTH
%
ROCK
ADJ
MAX
ADJ
OPT
WET
DENS
%
MOIST
DRY
DENS
%
COMP
SPEC
PASS
FAIL
SG3-1 
FD-027283
06/20/23
McQueen 
N/A, 37 LT
97
5
9778
127.3
8.3
10"
9.1
127.3
8.3
133.8
7.6
124.3
98
95
PASS
Tested By:
Ivan Celaya
Comments: Test under sidewalk
Approved By†:
Jaye Richardson  6/20/2023
SG3-2 
FD-027289
06/20/23
McQueen 
N/A, 36 LT
95
3
9778
127.3
8.3
10"
9.1
127.3
8.3
135.6
8.3
125.2
98
95
PASS
Tested By:
Ivan Celaya
Comments: 
Approved By†:
Jaye Richardson  6/20/2023
SG3-3 
FD-027290
06/20/23
McQueen 
N/A, 36 LT
93
1
9778
127.3
8.3
10"
9.1
127.3
8.3
135.9
9.9
123.7
97
95
PASS
Tested By:
Ivan Celaya
Comments: 
Approved By†:
Jaye Richardson  6/20/2023
SG3-4 
FD-027410
06/21/23
McQueen 
N/A, 38 LT
99
8
9778
127.3
8.3
10"
10.1
129.5
7.6
138.2
7.6
128.4
99
95
PASS
Tested By:
Ivan Celaya
Comments: 
Approved By†:
Jaye Richardson  6/22/2023
SG3-5 
FD-027415
06/20/23
McQueen 
N/A, 37 LT
98
8
9778
127.3
8.3
10"
9.1
127.3
8.3
134.7
8.1
124.6
98
95
PASS
Tested By:
Ivan Celaya
Comments: 
Approved By†:
Jaye Richardson  6/22/2023
TRENCH BACKFILL (TB)
TEST ID
TEST LOCATION
LABORATORY PROCTOR
FIELD TEST DATA
TEST NO
LOG NO
TEST
DATE
LOCATION
DESCRIPTION
ELEV
LIFT NO
LAB
ID
MAX
DENS
OPT
MOIST
TEST
DEPTH
%
ROCK
ADJ
MAX
ADJ
OPT
WET
DENS
%
MOIST
DRY
DENS
%
COMP
SPEC
PASS
FAIL
TB-6 
FD-027275
06/19/23
McQueen 
See , Remarks  LT
86
1
9778
127.3
8.3
12"
127.3
8.3
133.9
4.9
127.6
100
95
PASS
FSG = Finished Subgrade
TOP = Top of Pipe
† Denotes name of P.E. or his designee who accepts responsibility for the contents of this report, techinical or otherwise.
The test results conatained herein relate only to the items inspected or tested and this report shall not be reproduced, except in full, without the prior written approval of Quality Testing, 
LLC.
PROJECT FIELD DENSITY SUMMARY
1 of 3
Date of Report
Report Period
Page
Project No.
23071.00
Project Name
McQueen Emergency Repair Project
Client
Client Project No.
June 26, 2023
Achen-Gardner Construction
6/17/2023 to 6/23/2023

PROJECT ACTIVITY: Soils (01)    SPECIFICATION SECTION: MAG 601
TRENCH BACKFILL (TB)
TEST ID
TEST LOCATION
LABORATORY PROCTOR
FIELD TEST DATA
TEST NO
LOG NO
TEST
DATE
LOCATION
DESCRIPTION
ELEV
LIFT NO
LAB
ID
MAX
DENS
OPT
MOIST
TEST
DEPTH
%
ROCK
ADJ
MAX
ADJ
OPT
WET
DENS
%
MOIST
DRY
DENS
%
COMP
SPEC
PASS
FAIL
Tested By:
Fernando Munoz
Comments: McQueen Settlement Repair, SB side of RD
Approved By†:
Jaye Richardson  6/20/2023
TB-7 
FD-027276
06/19/23
McQueen 
See , Remarks  LT
88
2
9778
127.3
8.3
12"
127.3
8.3
134.4
5.0
128.0
101
95
PASS
Tested By:
Fernando Munoz
Comments: McQueen Settlement Repair, SB side of RD
Approved By†:
Jaye Richardson  6/20/2023
TB-8 
FD-027277
06/19/23
McQueen 
See , Remarks  LT
88
3
9778
127.3
8.3
12"
127.3
8.3
135.7
5.9
128.1
101
95
PASS
Tested By:
Fernando Munoz
Comments: McQueen Settlement Repair, SB side of RD
Approved By†:
Jaye Richardson  6/20/2023
TB-9 
FD-027278
06/19/23
McQueen 
See , Remarks  LT
86
2
9778
127.3
8.3
12"
127.3
8.3
137.0
6.9
128.2
101
95
PASS
Tested By:
Fernando Munoz
Comments: McQueen Settlement Repair, SB side of RD
Approved By†:
Jaye Richardson  6/20/2023
TB-10 
FD-027279
06/19/23
McQueen 
See , Remarks  LT
90
4
9778
127.3
8.3
12"
127.3
8.3
132.5
4.6
126.7
100
95
PASS
Tested By:
Fernando Munoz
Comments: McQueen Settlement Repair, SB side of RD
Approved By†:
Jaye Richardson  6/20/2023
TB-11 
FD-027291
06/20/23
McQueen 
N/A, 30 LT
86
1
9778
127.3
8.3
10"
9.1
127.3
8.3
136.3
7.3
127.0
100
95
PASS
Tested By:
Ivan Celaya
Comments: 
Approved By†:
Jaye Richardson  6/20/2023
TB-12 
FD-027292
06/20/23
McQueen 
N/A, 30 LT
88
2
9778
127.3
8.3
10"
9.1
127.3
8.3
139.0
9.2
127.3
100
95
PASS
Tested By:
Ivan Celaya
Comments: 
Approved By†:
Jaye Richardson  6/20/2023
TB-13 
FD-027293
06/20/23
McQueen 
N/A, 30 LT
90
3
9778
127.3
8.3
10"
9.1
127.3
8.3
136.0
9.2
124.5
98
95
PASS
Tested By:
Ivan Celaya
Comments: 
Approved By†:
Jaye Richardson  6/20/2023
TB-14 
FD-027294
06/20/23
McQueen 
N/A, 31 LT
92
4
9778
127.3
8.3
10"
9.5
127.3
8.3
134.2
7.6
124.7
98
95
PASS
Tested By:
Ivan Celaya
Comments: 
Approved By†:
Jaye Richardson  6/20/2023
TB-15 
FD-027295
06/20/23
McQueen 
N/A, 30 LT
94
5
9778
127.3
8.3
10"
9.1
127.3
8.3
136.9
8.1
126.6
100
95
PASS
Tested By:
Ivan Celaya
Comments: 
Approved By†:
Jaye Richardson  6/20/2023
FSG = Finished Subgrade
TOP = Top of Pipe
† Denotes name of P.E. or his designee who accepts responsibility for the contents of this report, techinical or otherwise.
The test results conatained herein relate only to the items inspected or tested and this report shall not be reproduced, except in full, without the prior written approval of Quality Testing, 
LLC.
PROJECT FIELD DENSITY SUMMARY
2 of 3
Date of Report
Report Period
Page
Project No.
23071.00
Project Name
McQueen Emergency Repair Project
Client
Client Project No.
June 26, 2023
Achen-Gardner Construction
6/17/2023 to 6/23/2023

PROJECT ACTIVITY: Soils (01)    SPECIFICATION SECTION: MAG 601
TRENCH BACKFILL (TB)
TEST ID
TEST LOCATION
LABORATORY PROCTOR
FIELD TEST DATA
TEST NO
LOG NO
TEST
DATE
LOCATION
DESCRIPTION
ELEV
LIFT NO
LAB
ID
MAX
DENS
OPT
MOIST
TEST
DEPTH
%
ROCK
ADJ
MAX
ADJ
OPT
WET
DENS
%
MOIST
DRY
DENS
%
COMP
SPEC
PASS
FAIL
TB-16 
FD-027297
06/20/23
McQueen 
N/A, 30 LT
95
6
9778
127.3
8.3
10"
9.1
127.3
8.3
137.3
8.1
127.0
100
95
PASS
Tested By:
Ivan Celaya
Comments: 
Approved By†:
Jaye Richardson  6/20/2023
TB-26 
FD-027404
06/20/23
McQueen 
N/A, 32 LT
97
8
9778
127.3
8.3
10"
9.1
127.3
8.3
133.3
7.4
124.1
98
95
PASS
Tested By:
Ivan Celaya
Comments: 
Approved By†:
Jaye Richardson  6/22/2023
TB-27 
FD-027405
06/20/23
McQueen 
N/A, 25 LT
94
6
9778
127.3
8.3
10"
9.1
127.3
8.3
134.4
8.9
123.4
97
95
PASS
Tested By:
Ivan Celaya
Comments: 
Approved By†:
Jaye Richardson  6/22/2023
TB-28 
FD-027406
06/20/23
McQueen 
N/A, 20 LT
96
7
9778
127.3
8.3
10"
9.1
127.3
8.3
136.0
7.0
127.1
100
95
PASS
Tested By:
Ivan Celaya
Comments: 
Approved By†:
Jaye Richardson  6/22/2023
TB-29 
FD-027407
06/20/23
McQueen 
N/A, 18 LT
97
8
9778
127.3
8.3
10"
9.1
127.3
8.3
138.2
9.5
126.2
99
95
PASS
Tested By:
Ivan Celaya
Comments: 
Approved By†:
Jaye Richardson  6/22/2023
TB-30 
FD-027408
06/21/23
McQueen 
N/A, 17 LT
93
5
9778
127.3
8.3
10"
10.1
129.5
7.6
131.2
7.7
121.8
94
95
FAIL
Tested By:
Ivan Celaya
Comments: 
Approved By†:
Jaye Richardson  6/22/2023
TB-30A
FD-027408
06/22/23
McQueen 
N/A, 17 LT
93
5
9778
127.3
8.3
6"
10.2
129.5
7.6
133.8
7.2
124.8
96
95
PASS
Tested By:
Ivan Celaya
Comments: 
Approved By†:
Jaye Richardson  6/22/2023
TB-31 
FD-027409
06/21/23
McQueen 
N/A, 19 LT
95
8
9778
127.3
8.3
10"
10.1
129.5
7.6
132.5
7.0
123.8
96
95
PASS
Tested By:
Ivan Celaya
Comments: 
Approved By†:
Jaye Richardson  6/22/2023
FSG = Finished Subgrade
TOP = Top of Pipe
† Denotes name of P.E. or his designee who accepts responsibility for the contents of this report, techinical or otherwise.
The test results conatained herein relate only to the items inspected or tested and this report shall not be reproduced, except in full, without the prior written approval of Quality Testing, 
LLC.
PROJECT FIELD DENSITY SUMMARY
3 of 3
Date of Report
Report Period
Page
Project No.
23071.00
Project Name
McQueen Emergency Repair Project
Client
Client Project No.
June 26, 2023
Achen-Gardner Construction
6/17/2023 to 6/23/2023

Project Communications
General Comments
Client
Client Project Number
Client Contact Name
Achen-Gardner Construction
Owner Agency
Owner Project Number
Temperature
Sky Condition
Wind
Precipitation
COC
90-100F
Clear
Calm
None
Arrive Time
Leave Time
Hrs On Project
Travel Hours
Offsite Hrs
Total Hrs
Begin Mileage
End Mileage
Project Mileage
05:45:00
14:15:00
8.50
0.00
0.00
8.50
90405
90527
122
Activity Number
Activity Description
Structure
Work Element
01
Soils
Backfill
Brief Description of Operation
Plans Sheet Reference
Specification Reference
Compaction testing 
N/A
N/A
Section
Reference Line
Column Lines
Roadway Direction
Project-wide
McQueen 
McQueen  LN 1
Equipment Description
Quantity
Hours
Comment
    
Activity Details
Compaction testing-
•
Upon arrival, I spoke with Achen-Gardener superintendent concerning operations of the day. 
•
Achen crew working on emergency repair on the SB side of McQueen Rd between Germann & Queen Creek Rd.
•
Observed crew process stockpile of material using a CAT backhoe with a water truck. 
•
Achen using a CAT 315 to backfill AB material and to use a sheep's foot attachment to compact material in place. 
•
Observed crew use a CAT 335F to remove any debris/native material from trench prior to placement of AB. 
•
I standardized my nuclear gauge prior to testing. 
•
Observed Achen transport trench box so I can climb down to record density test.
•
I put on a harness and recorded the first test of the day. (Refer to FD-027275 for results).
•
Achen crew breaking down box using CAT 315.
•
ACS tester (Julie) onsite recording density test.
•
A total of 5 density tests were taken and recorded. (Refer to FD-027275, FD-027276, FD-027277, FD-027278, and FD-027279 
for results).
•
Test results were reported to Dibble inspector prior to departure. 
Reviewed By: Jaye Richardson on 6/19/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0064727
Inspection Date
06/19/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Fernando Munoz
Page Number
Page 1 of 4

Photo:
1
Comments:
Density testing for backfill 
Photo:
2
Comments:
Ongoing backfill operation
Photo:
3
Comments:
Achen using CAT 315 with sheep’s foot attachment to compact material in place 
Reviewed By: Jaye Richardson on 6/19/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0064727
Inspection Date
06/19/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Fernando Munoz
Page Number
Page 2 of 4

Photo:
4
Comments:
Achen crew transporting trench box so I can test 
Photo:
5
Comments:
Crew breaking down trench box 
Reviewed By: Jaye Richardson on 6/19/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0064727
Inspection Date
06/19/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Fernando Munoz
Page Number
Page 3 of 4

Photo:
6
Comments:
Crew using CAT 335F to remove debris and native material 
Reviewed By: Jaye Richardson on 6/19/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0064727
Inspection Date
06/19/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Fernando Munoz
Page Number
Page 4 of 4

Project Communications
General Comments
Client
Client Project Number
Client Contact Name
Achen-Gardner Construction
Owner Agency
Owner Project Number
Temperature
Sky Condition
Wind
Precipitation
COC
90-100F
Clear
Calm
None
Arrive Time
Leave Time
Hrs On Project
Travel Hours
Offsite Hrs
Total Hrs
Begin Mileage
End Mileage
Project Mileage
07:00:00
14:30:00
7.50
0.00
0.00
7.50
16228
16250
22
Activity Number
Activity Description
Structure
Work Element
01
Soils
Trench Backfill
Brief Description of Operation
Plans Sheet Reference
Specification Reference
Compaction test
N/A
N/A
Section
Reference Line
Stations
Offsets
Roadway Direction
Project-wide
McQueen 
N/A to N/A
30.00L  to 37.00L
Equipment Description
Quantity
Hours
Comment
    
Activity Details
•
Arrived on site for Trench backfill density and moisture test on southbound lanes on McQueen between Queen Creek & 
Ocotillo in Chandler
•
The contractor Achen-Garner has on going backfill for trench, manhole back fill and sidewalk subgarde backfill 
•
The contrator excavated trench to 22 feet below grade to find solid native material before backfill continues to backfill up to 
grade
•
The contractor conniued with AB material backfill using an excavator with bucket to placed AB material into trech and used 
an sheetfoot attachment to roll and compact material into placed.   AB material was process with water before backfill
•
I performed  densuty and moisture test on AB bacjfill please refer to density logs FD-027283-FD-027415 for test results
•
Test results were communicated to crew and city inspector on site 
Reviewed By: Jaye Richardson on 6/22/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0064752
Inspection Date
06/20/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Ivan Celaya
Page Number
Page 1 of 3

Photo:
Picture 1
Comments:
Rolling and compacting for trench and manhole backfill on McQueen road 
Photo:
Picture 3
Comments:
Rolling and compacting for trench and manhole backfill on McQueen road 
Photo:
Picture 3
Comments:
Rolling and compacting for trench and manhole backfill on McQueen road 
Reviewed By: Jaye Richardson on 6/22/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0064752
Inspection Date
06/20/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Ivan Celaya
Page Number
Page 2 of 3

Reviewed By: Jaye Richardson on 6/22/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0064752
Inspection Date
06/20/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Ivan Celaya
Page Number
Page 3 of 3

Client
Client Project Number
Client Contact Name
Achen-Gardner Construction
Owner Agency
Owner Project Number
Temperature
Sky Condition
Wind
Precipitation
COC
90-100F
Clear
Calm
None
Arrive Time
Leave Time
Hrs On Project
Travel Hours
Offsite Hrs
Total Hrs
Begin Mileage
End Mileage
Project Mileage
08:30:00
11:30:00
3.00
0.00
0.00
3.00
16300
16327
27
Activity Number
Activity Description
Structure
Work Element
01
Soils
Trench Backfill
Brief Description of Operation
Plans Sheet Reference
Specification Reference
Compaction test
N/A
N/A
Section
Reference Line
Stations
Offsets
Roadway Direction
Project-wide
McQueen 
N/A to N/A
12.00L  to 37.00L
Equipment Description
Quantity
Hours
Comment
    
Activity Details
•
Arrived on site for Trench backfill density and moisture test on southbound lanes on McQueen between Queen Creek & 
Ocotillo in Chandler
•
The contractor Achen-Garner has on going backfill for trench, manhole back fill and sidewalk subgarde backfill 
•
The contrator excavated trench to 22 feet below grade to find solid native material before backfill continues to backfill up to 
grade
•
The contractor conniued with AB material backfill using an excavator with bucket to placed AB material into trech and used 
an sheetfoot attachment to roll and compact material into placed.   AB material was process with water before backfill
•
I performed 3 densuty and moisture test on AB bacjfill please refer to density logs FD-027408to FD-027410 for test results
•
Test results were communicated to crew and city inspector on site 
Reviewed By: Jaye Richardson on 6/22/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0064787
Inspection Date
06/21/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Ivan Celaya
Page Number
Page 1 of 5

Project Communications
General Comments
Activity Number
Activity Description
Structure
Work Element
02
Concrete
Sidewalk
Brief Description of Operation
Plans Sheet Reference
Specification Reference
Concrete placement 
N/A
N/A
Section
Reference Line
Stations
Offsets
Roadway Direction
Project-wide
McQueen 
N/A to N/A
37.00L 
Equipment Description
Quantity
Hours
Comment
    
Activity Details
•
Arrived on site to sample and test concrete for sidewalk on McQueen road 
•
The contractor Placed 3000 PSI MAG A 13004 mix
•
I collected a sample from first load side by side with QA technician 
•
Checked concrete temperature and time, performed a slump test and cast 1 set of 4-4x8 cylinders
•
Please refer to concrete placement CP-009849 for test results 
Reviewed By: Jaye Richardson on 6/22/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0064787
Inspection Date
06/21/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Ivan Celaya
Page Number
Page 2 of 5

Photo:
Picture 1
Comments:
Sidewalk subgrade density test 
Photo:
Picture 2
Comments:
AB backfill on south bund lanes on McQueen road
Photo:
Picture 3
Comments:
Sidewalk subgrade prior to concrete placement 
Reviewed By: Jaye Richardson on 6/22/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0064787
Inspection Date
06/21/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Ivan Celaya
Page Number
Page 3 of 5

Photo:
Picture 4
Comments:
Placing concrete for sidewalk on south bund lanes on McQueen road
Photo:
Picture 5
Comments:
Rolling and compaction for backfill on south bund lanes on McQueen road
Reviewed By: Jaye Richardson on 6/22/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0064787
Inspection Date
06/21/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Ivan Celaya
Page Number
Page 4 of 5

Photo:
Picture 6
Comments:
Density and moisture test for backfill on south bund lanes on McQueen road
Reviewed By: Jaye Richardson on 6/22/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0064787
Inspection Date
06/21/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Ivan Celaya
Page Number
Page 5 of 5

Project Communications
General Comments
Client
Client Project Number
Client Contact Name
Achen-Gardner Construction
Owner Agency
Owner Project Number
Temperature
Sky Condition
Wind
Precipitation
COC
90-100F
Clear
Calm
None
Arrive Time
Leave Time
Hrs On Project
Travel Hours
Offsite Hrs
Total Hrs
Begin Mileage
End Mileage
Project Mileage
11:00:00
12:00:00
1.00
0.00
0.00
1.00
16347
16370
23
Activity Number
Activity Description
Structure
Work Element
01
Soils
Aggregate Base
Brief Description of Operation
Plans Sheet Reference
Specification Reference
Compaction  test
N/A
N/A
Section
Reference Line
Stations
Offsets
Roadway Direction
Project-wide
McQueen 
N/A to N/A
12.00L  to 30.00L
Equipment Description
Quantity
Hours
Comment
    
Activity Details
•
Arrived on site for Trench backfill density and moisture test on southbound lanes on McQueen between Queen Creek & 
Ocotillo in Chandler
•
The contractor Achen-Garner has on going aggregate base compaction 
•
The contrator excavated trench to 22 feet below grade to find solid native material before backfill continues to backfill up to 
grade
•
The contractor conniued with AB material backfill using an excavator with bucket to placed AB material into trech and used 
an sheetfoot attachment to roll and compact material into placed.   AB material was process with water before backfill
•
I performed 2 densuty and moisture test on AB 1' foot under grade please refer to density logs FD-027413 to FD-027414 for 
test results
•
Test results were communicated to crew and city inspector on site 
Reviewed By: Jaye Richardson on 6/22/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0064863
Inspection Date
06/22/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Ivan Celaya
Page Number
Page 1 of 3

Photo:
Picture 1
Comments:
Compacting aggregate base on south bound lanes on McQueen road
Photo:
Picture 2
Comments:
Compaction test for aggregate base on south bound lanes on McQueen road
Photo:
Comments:
Reviewed By: Jaye Richardson on 6/22/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0064863
Inspection Date
06/22/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Ivan Celaya
Page Number
Page 2 of 3

Photo:
Comments:
Reviewed By: Jaye Richardson on 6/22/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0064863
Inspection Date
06/22/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Ivan Celaya
Page Number
Page 3 of 3

TRUCK LOG
Load 
Number
Ticket 
Number
Truck 
Number
Batch Size
(CY)
Accum Total 
(CY)
Batch
Time
Begin
Unload
Finish
Unload
Time In
Mixer (min)
Slump
(in)
Unit Weight
(lb/ft³)
% Air 
Content
Ambient 
Temp (°F)
Concrete
Temp (°F)
Water Added
(Gal)
Strength 
Set Id
Sampled 
By
Sample 
Date
1
1964221
406
11
11
09:25
09:52
10:15
50
6.5
90
80
0
C-031410
Ivan 
Celaya
6/21/23
QT Project No:
23071.00
Project Name:
McQueen Emergency Repair Project
Client:
Achen-Gardner 
Construction
Project No(s):
Placement Id:
CP-009849
Mix Design:
13004
Material Code:
C30
Placement Date:
6/21/2023
Mix Description:
MAG-A 3000PSI
Section:
Project-wide
Structure:
Supplier:
AZ Materials
Project Activity:
711702
Sub-Structure:
Sidewalk
Technician:
Ivan Celaya
Lot Number:
N/A
Reference Line:
McQueen 
Reviewed By:
Jaye Richardson
Placement Qty (CY):
11
Station / Offset:
N/A, 37
Remarks: 
SPECIFICATION STATUS
Load Number
Test
Result
Spec
Status
Load #1 - Ticket #1964221
Slump
7
3 - 5
FAIL
The test results conatained herein relate only to the items inspected or tested and this report shall not be reproduced, except in full, without the prior written approval of Quality Testing, LLC.
CONCRETE TRUCK LOG REPORT

Achen-Gardner Construction
7/6/2023
550 S. 79th Street
Chandler, AZ  85226
Attention: 
Phone: (480) 940-1300,  FAX
Subject:
Contractor Quality Control Testing Summary
McQueen Emergency Repair Project
QT Project No. 23071.00
Report No. 3 - For Period 6/24/2023 thru 6/30/2023
This report includes test data for construction materials sampling and testing performed on the above referenced 
project during the reporting period. Included, if applicable, are the field density test summaries, individual field 
density tests, concrete placement summaries and compressive strength information, soils and aggregate test 
summaries, individual soil and aggregate test data and bituminous tests.
Daily diaries from each technician who performed materials testing and/or inspection services during the 
reporting period are also included in this report.
If there are any questions, please do not hesitate to call me at (480) 496-2000.
Sincerely,
Jaye Richardson
Quality Testing, LLC
Project Supervisor
cc:       darriaga@achen.com
cc:       dbroderick@achen.com
QT  |  175 S. Hamilton Pl. Bldg 6, Suite 114  |  Gilbert, AZ 85233  |  o 480.496.2000  |  f 480.496.2001  |  qt-az.com
CIVIL ENGINEERING PROJECT SERVICES
Materials Testing | Inspection | Compliance Documentation
Construction Administration | Quality Programs
Geotechnical Services | Pavement Design
We Make Quality Our Business

SECTION: 01 Project-wide
PROJECT ACTIVITY: Soils (01)    SPECIFICATION SECTION: SP Items 10 - 13
AGGREGATE BASE (AB)
TEST ID
TEST LOCATION
LABORATORY PROCTOR
FIELD TEST DATA
TEST NO
LOG NO
TEST
DATE
LOCATION
DESCRIPTION
ELEV
LIFT NO
LAB
ID
MAX
DENS
OPT
MOIST
TEST
DEPTH
%
ROCK
ADJ
MAX
ADJ
OPT
WET
DENS
%
MOIST
DRY
DENS
%
COMP
SPEC
PASS
FAIL
AB-3 
FD-027485
06/26/23
33.25737 N
111.82412 W
99
2
9778
127.3
8.3
8"
8.5
127.3
8.3
136.5
6.0
128.8
101
100
PASS
Tested By:
Ivan Celaya
Comments: 
Approved By†:
Jaye Richardson  6/26/2023
AB-4 
FD-027486
06/26/23
33.25724 N
111.82412 W
99
2
9778
127.3
8.3
8"
8.5
127.3
8.3
138.8
6.2
130.7
103
100
PASS
Tested By:
Ivan Celaya
Comments: 
Approved By†:
Jaye Richardson  6/26/2023
FSG = Finished Subgrade
TOP = Top of Pipe
† Denotes name of P.E. or his designee who accepts responsibility for the contents of this report, techinical or otherwise.
The test results conatained herein relate only to the items inspected or tested and this report shall not be reproduced, except in full, without the prior written approval of Quality Testing, 
LLC.
PROJECT FIELD DENSITY SUMMARY
1 of 1
Date of Report
Report Period
Page
Project No.
23071.00
Project Name
McQueen Emergency Repair Project
Client
Client Project No.
July 6, 2023
Achen-Gardner Construction
6/24/2023 to 6/30/2023

Section Project-wide
3000 psi Concrete (C30)
Sample
Id
Specimen 
Type
Size
Project
Sample
Placement Description
Location
Date
Cast
Date
Tested
Age
Strength 
(psi)
Tested By
C-031410
Cylinder
4x8
C30-1
Sidewalk
McQueen   N/A
 37
06/21/2023
06/28/2023
7
2720
Jessica Pena-
Melroy
Compressive_Strength_History_Rev1
The test results conatained herein relate only to the items inspected or tested and this report shall not be reproduced, except in full, without the prior written approval of Quality Testing, LLC.
CONCRETE COMPRESSIVE STRENGTH HISTORY
AASHTO T22, ASTM C39, ARIZ 314
McQueen Emergency Repair Project
23071.00
Achen-Gardner Construction
Project Number
Project Name
Client
Client Project Number
Report Date
Report Period
Page
Jul 6, 2023
6/24/2023 to 6/30/2023
Page 1 of 1

Project Number
23071.00
Concrete Sample Id
C-031410
Project Name
McQueen Emergency Repair Project
Material  /  Specification
C30
MAG 340
Client Name
Achen-Gardner Construction
Material Description
3000 psi Concrete
Client Project Number
Project Section / Activity
Project-wide
02
Sampled By
Ivan Celaya
Project Test No.
C30-1
Structure
Date / Time
6/21/2023
10:00
Sub-Structure Portion
Sidewalk
Mix Design
13004
Lot Identifier
N/A
Supplier
AZ Materials
Reference Line
McQueen 
Plant Number
Sacaton-11
Sample Location
N/A 37'RT
Placement / Load No.
CP-009849
1
Truck No
406
TEST RESULT
SPEC
Ticket No
1964221
Slump, inches (ASTM C143)
6.5"
3" - 5"
Batch Qty (cy)
11.00
Air Content, % (ASTM C231)
Batch Time
9:25 AM
Concrete Temp, °F (ASTM C1064)
80
60 - 90
Start Time
9:52 AM
Ambient Temp, °F
90
Finish Time
10:15 AM
Unit Weight (lbs/ft³) (ASTM C138)
Time in Mixer (minutes)
50
Relative Yield (%) (ASTM C138)
Water Added (gallons)
0
w/c Ratio
Approved By†
Initial Curing Environment:
Immersed in Water
COMPRESSIVE STRENGTH TEST RESULTS (ASTM C39)
Required Strength:
3000 psi
Cylinder 
Number
Test
Age
Date Tested
Cylinder
Diameter (in)
Area (in²)
Maximum
Load (lbs)
Compressive
Strength 
(psi)
Capping
Method
Type Of
Fracture
Tested By
1
7 days
06/28/23
4.01
12.63
34380
2720
C1231
4
Jessica Pena-
Melroy
2
28 days
07/19/23
3
28 days
07/19/23
4
56 days
08/16/23
28 Day Avg:
Remarks
SPECIFICATION STATUS
Load Number
Test
Result
Spec
Status
Load #1 - Ticket #1964221
Slump
7
3 - 5
FAIL
* Denotes average 28-day compressive strength is below required strength.
† Denotes name of P.E. or his designee who accepts responsibility for the contents of this report, techinical or otherwise.
The test results conatained herein relate only to the items inspected or tested and this report shall not be reproduced, except in full, without the prior written 
approval of Quality Testing, LLC.
Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH SET

%
%
%
%
%
%
SPEC
SPEC
max
B-04573
23071.00
McQueen Emergency Repair Project
Ivan Celaya      6/27/2023
Jaye Richardson      7/3/2023
Sample plate
Vulcan Materials
McQueen oad
N/A, 24 LT
100
100
100
100
100
87*
73
63*
48
39
28
26
21
15
12
9
5
3.1
-0.11
4.35
2.488
Sample Identification
Project Number
Client Project Number
Project Name
Owner Project Number
Sampled By / Date
Approved By† / Date
Remarks
Material Code
Description
Specification
Item Number
Sampled From
Station Location
Material Source
Reference Line
SIEVE SIZE
US
% PASS
SPEC
(mm)
3"
2 1/2"
2"
1 1/2"
1"
3/4"
1/2"
3/8"
1/4"
#4
#8
#10
#16
#30
#40
#50
#100
#200
75
63
50
38
25
19.0
12.5
9.5
6.3
4.75
2.36
2.00
1.18
0.600
0.425
0.300
0.150
0.075
100
89 - 103
79 - 91
24 - 36
8 - 16
1.9 - 5.9
AC BINDER CONTENT
AASHTO T308
Binder Content, Pb
Calibration Factor
Maximum SpG, Gmm
Bulk SpG, Gmb
Bulk Density, lb/ft³
Stability, lbs
Flow, 0.01 inch
%
Gmb @ N
MA in Mix, Pma
Admixture in mix, Pmx
Volume of Aggregate, Vag
Volume of Admixture, Vmx
Effective AC, Pbe
Volume of Eff. Asphalt, Vbe
Voids in MA, VMA
Effective Voids, EV
Voids Filled, VF
SPEC
SPEC
7.2
19
19 mm or 3/4" AC
03
4.08-4.97
SP Item 15 - 16
2.342
83.4
92.8
94.1
Relative Density (to Gmm)
@ N
@ N
@ N
initial
design
maximum
Bulk SpG, Gmb @N
155.0
Rice Density, lb/ft³
lb/ft³
design
%
lb/ft³
lbs
.01 in
GYRATORY COMPACTION
THEORETICAL MAXIMUM DENSITY (RICE)
VOLUMETRIC ANALYSIS
Mix Designation
3/4"EVAC
Mix Design No.
231517G
MARSHALL COMPACTION
AASHTO T312
AASHTO T269
AASHTO T209
SIEVE ANALYSIS
AASHTO T30
Lot - Sample Number
1 - 1
* Denotes a test property which is outside of specification limits.
† Denotes name of P.E. or his designee who accepts responsibility for the contents of this report, techinical or otherwise.
The test results conatained herein relate only to the items inspected or tested and this report shall not be reproduced, except in full, without the prior written 
approval of Quality Testing, LLC.
BITUMINOUS SAMPLE SUMMARY OF TEST PROPERTIES

%
%
%
%
%
%
SPEC
SPEC
max
B-04578
23071.00
McQueen Emergency Repair Project
Ivan Celaya      6/27/2023
Jaye Richardson      7/3/2023
Sample plate
Vulcan Materials
McQueen Road
, 25 LT
100
100
100
100
100
100
95
80
61
48
34
32
26
19
15
12
7
4.5
4.69
2.488
Sample Identification
Project Number
Client Project Number
Project Name
Owner Project Number
Sampled By / Date
Approved By† / Date
Remarks
Material Code
Description
Specification
Item Number
Sampled From
Station Location
Material Source
Reference Line
SIEVE SIZE
US
% PASS
SPEC
(mm)
3"
2 1/2"
2"
1 1/2"
1"
3/4"
1/2"
3/8"
1/4"
#4
#8
#10
#16
#30
#40
#50
#100
#200
75
63
50
38
25
19.0
12.5
9.5
6.3
4.75
2.36
2.00
1.18
0.600
0.425
0.300
0.150
0.075
100
90 - 100
78 - 90
27 - 39
8 - 16
2.0 - 6.0
AC BINDER CONTENT
AASHTO T308
Binder Content, Pb
Calibration Factor
Maximum SpG, Gmm
Bulk SpG, Gmb
Bulk Density, lb/ft³
Stability, lbs
Flow, 0.01 inch
%
Gmb @ N
MA in Mix, Pma
Admixture in mix, Pmx
Volume of Aggregate, Vag
Volume of Admixture, Vmx
Effective AC, Pbe
Volume of Eff. Asphalt, Vbe
Voids in MA, VMA
Effective Voids, EV
Voids Filled, VF
SPEC
SPEC
9.0
12
12.5 mm or 1/2" AC
03
4.58-5.47
SP Item 14
2.330
81.4
91.0
93.7
Relative Density (to Gmm)
@ N
@ N
@ N
initial
design
maximum
Bulk SpG, Gmb @N
155.0
Rice Density, lb/ft³
lb/ft³
design
%
lb/ft³
lbs
.01 in
GYRATORY COMPACTION
THEORETICAL MAXIMUM DENSITY (RICE)
VOLUMETRIC ANALYSIS
Mix Designation
1/2" EVAC
Mix Design No.
331517G
MARSHALL COMPACTION
AASHTO T312
AASHTO T269
AASHTO T209
SIEVE ANALYSIS
AASHTO T30
Lot - Sample Number
2 - 1
* Denotes a test property which is outside of specification limits.
† Denotes name of P.E. or his designee who accepts responsibility for the contents of this report, techinical or otherwise.
The test results conatained herein relate only to the items inspected or tested and this report shall not be reproduced, except in full, without the prior written 
approval of Quality Testing, LLC.
BITUMINOUS SAMPLE SUMMARY OF TEST PROPERTIES

Project Number
23071.00
Client
Achen-Gardner Construction
Project Name
McQueen Emergency Repair Project
Client Project Number
Section
Project-wide
Mix Designation
231517G
Material Code
19 mm or 3/4" AC
Mix Description
3/4"EVAC
Supplier
Vulcan Materials
Test
Number
Lot
Number
Test
Date
Wet
Density
Max
Density
In
Place
Voids
Lower
Limit
Upper
Limit
Gauge 
Number
Tested
By
Reviewed
By†
AD-009384
1
6/27/2023
141.6
155.0
8.6
3.0
8.0
4872
Ivan Celaya
Jaye 
Richardson
Location: McQueen , 8 LT
AD-009385
1
6/27/2023
142.3
155.0
8.1
3.0
8.0
4872
Ivan Celaya
Jaye 
Richardson
Location: McQueen , 25 LT
† Denotes name of P.E. or his designee who accepts responsibility for the contents of this report, techinical or otherwise.
The test results conatained herein relate only to the items inspected or tested and this report shall not be reproduced, except in full, without the prior written approval of Quality Testing, LLC.
ASPHALT NUCLEAR DENSITIES BY IN PLACE VOIDS

Mix Designation
331517G
Material Code
12.5 mm or 1/2" AC
Mix Description
1/2" EVAC
Supplier
Vulcan Materials
Test
Number
Lot
Number
Test
Date
Wet
Density
Max
Density
In
Place
Voids
Lower
Limit
Upper
Limit
Gauge 
Number
Tested
By
Reviewed
By†
AD-009386
2
6/27/2023
140.5
155.0
9.3
4.0
8.0
4872
Ivan Celaya
Jaye 
Richardson
Location: McQueen , 4 LT
AD-009387
2
6/27/2023
141.3
155.0
8.8
4.0
8.0
4872
Ivan Celaya
Jaye 
Richardson
Location: McQueen , 18
† Denotes name of P.E. or his designee who accepts responsibility for the contents of this report, techinical or otherwise.
The test results conatained herein relate only to the items inspected or tested and this report shall not be reproduced, except in full, without the prior written approval of Quality Testing, LLC.
ASPHALT NUCLEAR DENSITIES BY IN PLACE VOIDS

Project Communications
General Comments
Client
Client Project Number
Client Contact Name
Achen-Gardner Construction
Owner Agency
Owner Project Number
Temperature
Sky Condition
Wind
Precipitation
COC
90-100F
Clear
Calm
None
Arrive Time
Leave Time
Hrs On Project
Travel Hours
Offsite Hrs
Total Hrs
Begin Mileage
End Mileage
Project Mileage
08:30:00
10:00:00
1.50
0.00
0.00
1.50
16599
16640
41
Activity Number
Activity Description
Structure
Work Element
01
Soils
Aggregate Base
Brief Description of Operation
Plans Sheet Reference
Specification Reference
Compaction test
N/A
N/A
Section
Reference Line
Stations
Offsets
Roadway Direction
Project-wide
McQueen 
N/A to N/A
0.00L  to 37.00L
Equipment Description
Quantity
Hours
Comment
    
Activity Details
•
Arrived on site for aggregate density and moisture test on southbound lanes on McQueen between Queen Creek & Ocotillo 
in Chandler
•
The contractor Achen-Garner has on going aggregate base compaction 
•
The contrator excavated trench to 22 feet below grade to find solid native material before backfill continues to backfill up to 
grade
•
The contractor placed AB material backfill using an excavator with bucket to placed AB material into trech and used an 
sheetfoot attachment and a double steel roller to compact material into placed.  
•
I performed 2 densuty and moisture test on AB on final grade please refer to density logs FD-027485 to FD-027486 for test 
results
•
Test results were communicated to crew and city inspector on site 
Reviewed By: Jaye Richardson on 6/26/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0065003
Inspection Date
06/26/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Ivan Celaya
Page Number
Page 1 of 2

Photo:
Picture 1
Comments:
Final grade (aggregate base) southbounds lanes on McQueen road between Ocotillo & Queen Creek road
Reviewed By: Jaye Richardson on 6/26/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0065003
Inspection Date
06/26/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Ivan Celaya
Page Number
Page 2 of 2

Project Communications
General Comments
Client
Client Project Number
Client Contact Name
Achen-Gardner Construction
Owner Agency
Owner Project Number
Temperature
Sky Condition
Wind
Precipitation
COC
90-100F
Clear
Calm
None
Arrive Time
Leave Time
Hrs On Project
Travel Hours
Offsite Hrs
Total Hrs
Begin Mileage
End Mileage
Project Mileage
05:30:00
12:30:00
7.00
0.00
0.00
7.00
16640
16696
56
Activity Number
Activity Description
Structure
Work Element
03
HMA
AC Paving
Brief Description of Operation
Plans Sheet Reference
Specification Reference
Asphalt placement
N/A
N/A
Section
Reference Line
Stations
Offsets
Roadway Direction
Project-wide
McQueen 
0.00L  to 41.00L
Equipment Description
Quantity
Hours
Comment
Activity Details
•
Arrived on site to sample and test compaction for asphalt placement on southbound lanes on McQueen road
•
The contractor placed asphalt for 41' x 89' x 6" thick patch on south bounds lanes on McQueen road between Queen Creek
& Ocotillo road
•
The contractor placed 2-2" lifts of 3/4" mix 231517G from Gomez Vulcan plant
•
The contractor placed 1-2" lifts of 1/2" mix 331517G from Gomez Vulcan plant
•
The contractor used a combo steel drum with rubber tires in the back CAT CC34B roller to break down and finish compaction 
on asphalt
•
Rolling pattern was done by contractor
•
I sampled both mixes placed today side by side with QA technician on site
•
Verified compaction reached the required percentage on both bottom and top lifts refer to HMA Lots HMA-002334 & HMA-
002335
Reviewed By: Jaye Richardson on 6/28/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0065024
Inspection Date
06/27/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Ivan Celaya
Page Number
Page 1 of 3

Photo:
Picture 1
Comments:
Placing asphalt on southbound lanes on McQueen road
Photo:
Picture 2
Comments:
Rolling and compacting top lift on asphalt placed on southbound lanes on McQueen road
Photo:
Picture 3
Comments:
Rolling and compacting bottom lift on asphalt placed on southbound lanes on McQueen road
Reviewed By: Jaye Richardson on 6/28/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0065024
Inspection Date
06/27/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Ivan Celaya
Page Number
Page 2 of 3

Photo:
Picture 4
Comments:
Density testfor top lift on asphalt placed on southbound lanes on McQueen road
Reviewed By: Jaye Richardson on 6/28/2023
Quality Testing, LLC
175 S Hamilton Place, Bldg 6, #114
Gilbert, AZ 85233
(480) 496-2000 ▪ (480) 496-2001
www.qt-corp.com
PROJECT DAILY INSPECTION RECORD
DIR ID
DIR-0065024
Inspection Date
06/27/2023
QT Project Number
23071.00
Project Name
McQueen Emergency Repair Project
Technician Name
Ivan Celaya
Page Number
Page 3 of 3

Project Number
23071.00
Concrete Sample Id
C-031410
Project Name
McQueen Emergency Repair Project
Material  /  Specification
C30
MAG 340
Client Name
Achen-Gardner Construction
Material Description
3000 psi Concrete
Client Project Number
Project Section / Activity
Project-wide
02
Sampled By
Ivan Celaya
Project Test No.
C30-1
Structure
Date / Time
6/21/2023
10:00
Sub-Structure Portion
Sidewalk
Mix Design
13004
Lot Identifier
N/A
Supplier
AZ Materials
Reference Line
McQueen 
Plant Number
Sacaton-11
Sample Location
N/A 37'RT
Placement / Load No.
CP-009849
1
Truck No
406
TEST RESULT
SPEC
Ticket No
1964221
Slump, inches (ASTM C143)
6.5"
3" - 5"
Batch Qty (cy)
11.00
Air Content, % (ASTM C231)
Batch Time
9:25 AM
Concrete Temp, °F (ASTM C1064)
80
60 - 90
Start Time
9:52 AM
Ambient Temp, °F
90
Finish Time
10:15 AM
Unit Weight (lbs/ft³) (ASTM C138)
Time in Mixer (minutes)
50
Relative Yield (%) (ASTM C138)
Water Added (gallons)
0
w/c Ratio
Approved By†
Initial Curing Environment:
Immersed in Water
COMPRESSIVE STRENGTH TEST RESULTS (ASTM C39)
Required Strength:
3000 psi
Cylinder 
Number
Test
Age
Date Tested
Cylinder
Diameter (in)
Area (in²)
Maximum
Load (lbs)
Compressive
Strength 
(psi)
Capping
Method
Type Of
Fracture
Tested By
1
7 days
06/28/23
4.01
12.63
34380
2720
C1231
4
Jessica Pena-
Melroy
2
28 days
07/19/23
3
28 days
07/19/23
4
56 days
08/16/23
28 Day Avg:
0
Remarks
SPECIFICATION STATUS
Load Number
Test
Result
Spec
Status
Load #1 - Ticket #1964221
Slump
7
3 - 5
FAIL
* Denotes average 28-day compressive strength is below required strength.
† Denotes name of P.E. or his designee who accepts responsibility for the contents of this report, techinical or otherwise.
The test results conatained herein relate only to the items inspected or tested and this report shall not be reproduced, except in full, without the prior written 
approval of Quality Testing, LLC.
Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH SET

Appendix E
                     Photos