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Sample Record for 2025-06-06-68

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1000402 DEA: 11430384 EFIS: 1118000114 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-23.7/28.5
Work Description: REPLACE DRAINAGE, CONCRETE PAVEMENT, AND MODIFY ELECTRICAL SYSTEMS.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM 0.1 MILE NORTH OF ROUTE 805/52 SEPARATION TO ROUTE 5/805 SEPARATION
Contractor Name: HAZARD CONSTRUCTION ENGR, LLC
Contractor Address: 10529 VINE STREET, LAKESIDE, CA 92040
Resident Engineer: Karl Hartline Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-06-06-68
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: 06/06/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/06/2025
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12 Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 4HEX4BM Set 2
Structure unique identifier:
Structure name: SB Lane 1 Approach Panel
The fabricator/manufacturer/facility name: Vanguard Construction

Material Information

The concrete mix design number: 4HEX4BM
The truck number from where the sample was collected: Load 4
The batch plant ticket number from where the sample was collected: 0
Concrete batch plant: Vanguard
The fabricator/manufacturer designation for the sample: Set 2
A detailed description of where the material sample was collected: SB Lane 1 Approach Panel
Where the material sample would have been placed if not sampled:
From Lot No.: 1
Bag Lot No.: 1

Test Results

Test 1 of 6

DIME Test ID: 2025-06-06-68-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/19/2025
Date Tested: 06/06/2025
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 2
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 1310 psi
Maximum load on cylinder 1 37040 lb
Maximum load on cylinder 2 36710 lb
Type of fracture pattern of cylinder 1 5
Type of fracture pattern of cylinder 2 5
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
Age of specimen no data0 days
Age of specimen in hours 3 hours

Test 2 of 6

DIME Test ID: 2025-06-06-68-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/19/2025
Date Tested: 06/13/2025
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 2
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.01 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 7030 psi
Maximum load on cylinder 1 196326 lb
Maximum load on cylinder 2 202267 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 2
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
Age of specimen 7 days
Age of specimen in hours no data0 hours

Test 3 of 6

DIME Test ID: 2025-06-06-68-3
Test Method: CTM 518-June 2010: Method of Test for Unit Weight of Fresh Concrete
Verified Date: 11/19/2025
Date Tested: 06/06/2025
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 weight of the concrete 159 lb/ft^3
Cement content no data0 lb/yd^3

Test 4 of 6

DIME Test ID: 2025-06-06-68-4
Test Method: CTM 504-June 2010: Method of Test for Determining Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 11/19/2025
Date Tested: 06/06/2025
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:
Air Content 1.3 %

Test 5 of 6

DIME Test ID: 2025-06-06-68-5
Test Method: CTM 556-January 2018: Method of Test for Slump of Fresh Portland Cement Concrete
Verified Date: 11/19/2025
Date Tested: 06/06/2025
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:
Slump 7 inch

Test 6 of 6

DIME Test ID: 2025-06-06-68-6
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 11/19/2025
Date Tested: 06/06/2025
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:
Temperature 78 F