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Sample Record for 2025-04-01-7

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

Project Information

Project ID: 1000567 DEA: 042K7404 EFIS: 0417000018 QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-37-R11.2/14.5
Work Description: COLD PLANE AC PVMT, PLACE RHMA AND REPLACE CONCRETE BARRIER.
Location Description: MARIN COUNTY IN AND NEAR NOVATO FROM IGNACIO OVERHEAD TO PETALUMA RIVER BRIDGE
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: 1450 Civic Street, Concord, CA 94520
Resident Engineer: Christopher Prokop Structure Rep.: Jeremy Light

Sample Information

DIME Sample ID: 2025-04-01-7
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3672 - Novato Field Office
Sample Organization Contact: (916) 621-8033
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 04/01/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/01/2025
The quantity of what the sample constitutes: 4CY
A brief description of the sample: 10 4x8 concrete cylinders
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shamrock Materials Inc

Material Information

The concrete mix design number: D20115E1
The truck number from where the sample was collected: 2449
The batch plant ticket number from where the sample was collected: 354407
Concrete batch plant: 138
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Wheel Barrow from Chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2025-04-01-7-1
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Submitted By Organization: CT SC - 3672 - Novato Field Office
Organization Address: 384 Bel Marin Keys Boulevard, Suite 200,
Organization City: Novato
Organization State: CA
Organization Zipcode: 94949
Organization Email: josh.velono@dot.ca.gov
Organization Phone: (916) 621-8033
Data has not been verified.

Test 2 of 4

DIME Test ID: 2025-04-01-7-2
Test Method: ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Submitted By Organization: CT SC - 3672 - Novato Field Office
Organization Address: 384 Bel Marin Keys Boulevard, Suite 200,
Organization City: Novato
Organization State: CA
Organization Zipcode: 94949
Organization Email: josh.velono@dot.ca.gov
Organization Phone: (916) 621-8033
Data has not been verified.

Test 3 of 4

DIME Test ID: 2025-04-01-7-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/08/2025
Date Tested: 04/08/2025
Submitted By Organization: CT HQ - Vallejo Field Laboratory
Organization Address: 690 Walnut,
Organization City: vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: yannick.aranas@dot.ca.gov
Organization Phone: (916) 639-4315
General Comments for this Test: Please break and provide results.
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 5
Test performed With no density determined
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1 4.01 in
Average diameter of cylinder 2 4.00 in
Average diameter of cylinder 3 4.01 in
Average diameter of cylinder 4 4.00 in
Average diameter of cylinder 5 4.00 in
Cross sectional area of cylinder 1 12.63 in^2
Cross sectional area of cylinder 2 12.57 in^2
Cross sectional area of cylinder 3 12.63 in^2
Cross sectional area of cylinder 4 12.57 in^2
Cross sectional area of cylinder 5 12.57 in^2
Compressive strength (to nearest 10 psi) 5220 psi
Maximum load on cylinder 1 66254 lb
Maximum load on cylinder 2 62297 lb
Maximum load on cylinder 3 66442 lb
Maximum load on cylinder 4 67322 lb
Maximum load on cylinder 5 67987 lb
Compressive strength of cylinder 1 5245.8 psi
Type of fracture pattern of cylinder 1 5
Compressive strength of cylinder 2 4956.0 psi
Compressive strength of cylinder 3 5155.4 psi
Compressive strength of cylinder 4 5355.8 psi
Compressive strength of cylinder 5 5408.7 psi
Type of fracture pattern of cylinder 2 5
Type of fracture pattern of cylinder 3 5
Type of fracture pattern of cylinder 4 5
Type of fracture pattern of cylinder 5 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
Correction factor for cylinder 3 0.98
Correction factor for cylinder 4 1
Correction factor for cylinder 5 1
Age of specimen 7 days
Age of specimen in hours no data

Test 4 of 4

DIME Test ID: 2025-04-01-7-4
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/29/2025
Date Tested: 04/29/2025
Submitted By Organization: CT HQ - Vallejo Field Laboratory
Organization Address: 690 Walnut,
Organization City: vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: yannick.aranas@dot.ca.gov
Organization Phone: (916) 639-4315
General Comments for this Test: Please break and provide results
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 4
Test performed With no density determined
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1 4.03 in
Average diameter of cylinder 2 4.02 in
Average diameter of cylinder 3 4.02 in
Average diameter of cylinder 4 4.02 in
Cross sectional area of cylinder 1 12.76 in^2
Cross sectional area of cylinder 2 12.69 in^2
Cross sectional area of cylinder 3 12.69 in^2
Cross sectional area of cylinder 4 12.69 in^2
Compressive strength (to nearest 10 psi) 6430 psi
Maximum load on cylinder 1 84665 lb
Maximum load on cylinder 2 82345 lb
Maximum load on cylinder 3 81673 lb
Maximum load on cylinder 4 78345 lb
Compressive strength of cylinder 1 6635.2 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 6489.0 psi
Compressive strength of cylinder 3 6436 psi
Compressive strength of cylinder 4 6173.8 psi
Type of fracture pattern of cylinder 2 5
Type of fracture pattern of cylinder 3 5
Type of fracture pattern of cylinder 4 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
Correction factor for cylinder 3 1
Correction factor for cylinder 4 1
Age of specimen 28 days
Age of specimen in hours no data