Sample Record for 2025-11-04-49
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000510 DEA: 060W79U4 EFIS: 0622000189
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER,TUL-99-56.4/57.6,0.0/13.5
Work Description: RDWY EXC, HMA, AGGREGATE BASE, CRCP, SIGN STR, AND STR EXC.
Location Description: KERN AND TULARE COUNTIES IN AND NEAR DELANO FROM 0.2 MILE SOUTH OF CECIL AVENUE OVERCROSSING TO 0.7 MILE NORTH OF AVENUE 100 OVERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 2915 Fairhaven Drive, Bakersfield, CA 93308
Resident Engineer: Jake Garcia Structure Rep.: Raman Guraya
Sample Information
DIME Sample ID: 2025-11-04-49
TL Number from the TL Form:
Sample Submitted By Organization: G3 Quality, Incorporated - Cerritos
Sample Organization Contact: (562) 321-9840
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 11/04/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/05/2025
The quantity of what the sample constitutes: 9
A brief description of the sample: 4x8 cylinders
From where was the sample collected: Job Site
Laboratory sample identification: Set 1
Structure unique identifier:
Structure name: Sound Wall 3 Pile Cap/Footing STA 444+45
The fabricator/manufacturer/facility name: CalPortland
Material Information
The concrete mix design number: 163457
The truck number from where the sample was collected: Load 1
The batch plant ticket number from where the sample was collected: 0
Concrete batch plant: CalPortland
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Sound Wall 3 Pile Cap/Footing STA 444+45
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 8
DIME Test ID: 2025-11-04-49-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/20/2025
Date Tested: 11/06/2025
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
1
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Compressive strength of cylinder (to nearest 10 psi)
|
1800 psi
|
|
Maximum load on cylinder 1
|
22570 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Age of specimen
|
2 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test 2 of 8
DIME Test ID: 2025-11-04-49-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/20/2025
Date Tested: 11/07/2025
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
1
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Compressive strength of cylinder (to nearest 10 psi)
|
2370 psi
|
|
Maximum load on cylinder 1
|
29750 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Age of specimen
|
3 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test 3 of 8
DIME Test ID: 2025-11-04-49-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/20/2025
Date Tested: 11/10/2025
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
2970 psi
|
|
Maximum load on cylinder 1
|
37190 lb
|
|
Maximum load on cylinder 2
|
36740 lb
|
|
Maximum load on cylinder 3
|
38090 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
6 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test 4 of 8
DIME Test ID: 2025-11-04-49-4
Test Method: CTM 518-June 2010: Method of Test for Unit Weight of Fresh Concrete
Verified Date: 11/20/2025
Date Tested: 11/04/2025
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit weight of the concrete
|
151.4 lb/ft^3
|
|
Cement content
|
no data0 lb/yd^3
|
Test 5 of 8
DIME Test ID: 2025-11-04-49-5
Test Method: CTM 504-June 2010: Method of Test for Determining Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 11/20/2025
Date Tested: 11/04/2025
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 6 of 8
DIME Test ID: 2025-11-04-49-6
Test Method: CTM 556-January 2018: Method of Test for Slump of Fresh Portland Cement Concrete
Verified Date: 11/20/2025
Date Tested: 11/04/2025
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 7 of 8
DIME Test ID: 2025-11-04-49-7
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 11/20/2025
Date Tested: 11/04/2025
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 8 of 8
DIME Test ID: 2025-11-04-49-8
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/04/2025
Date Tested: 12/02/2025
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3770 psi
|
|
Maximum load on cylinder 1
|
46010 lb
|
|
Maximum load on cylinder 2
|
47940 lb
|
|
Maximum load on cylinder 3
|
48370 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
