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Sample Record for 2024-05-15-44

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Project Information

Project ID: 993141 DEA: 060V1204 EFIS: 0616000207 QA Service Level: 1
DIST-CO-RTE-PM: 06-MAD-99-R6.9/R7.6
Work Description: Cottonwood Creek Bridge Replacement - REPLACE BRIDGES AND CONSTRUCT RETAINING WALLS.
Location Description: MADERA COUNTY NEAR MADERA FROM 0.4 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO 0.1 MILE NORTH OF AVENUE 12 OVERCROSSING
Contractor Name: Security Paving Company, Inc.
Contractor Address: 3075 Townsgate Road, Westlake Village CA 91361
Resident Engineer: Din Dadawalla Structure Rep.: Ye Yang

Sample Information

DIME Sample ID: 2024-05-15-44
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Fresno Construction Field Office
Sample Organization Contact: (559) 243-3828
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 05/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/17/2024
The quantity of what the sample constitutes: 9.5 CY
A brief description of the sample: Type II Cement
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 41-0089
Structure name: Cotton wood Mainline
The fabricator/manufacturer/facility name: Builders Concrete Ready Mix Plant Sanger

Material Information

The concrete mix design number: ND23502
The truck number from where the sample was collected: 9128
The batch plant ticket number from where the sample was collected: 111342774
Concrete batch plant: Builders Concrete
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: wheelbarrow
Where the material sample would have been placed if not sampled: Pier 3 columns 6,7,8
From Lot No.:
Bag Lot No.:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-05-15-44-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/22/2024
Date Tested: 05/20/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 3
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 4.00 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 12.57 in^2
Compressive strength (to nearest 10 psi) 5050 psi
Maximum load on cylinder 1 66070 lb
Maximum load on cylinder 2 62520 lb
Maximum load on cylinder 3 61990 lb
Compressive strength of cylinder 1 5231.2 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4973.7 psi
Compressive strength of cylinder 3 4931.6 psi
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 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
Correction factor for cylinder 3 1
Age of specimen 5 days
Age of specimen in hours no data0 hours

Test 2 of 2

DIME Test ID: 2024-05-15-44-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/12/2024
Date Tested: 06/12/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
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 4.01 in
Average diameter of cylinder 2 4.01 in
Average diameter of cylinder 3 4.01 in
Cross sectional area of cylinder 1 12.63 in^2
Cross sectional area of cylinder 2 12.63 in^2
Cross sectional area of cylinder 3 12.63 in^2
Compressive strength (to nearest 10 psi) 6540 psi
Maximum load on cylinder 1 82680 lb
Maximum load on cylinder 2 83060 lb
Maximum load on cylinder 3 81980 lb
Compressive strength of cylinder 1 6546.3 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 6576.4 psi
Compressive strength of cylinder 3 6490.9 psi
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 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
Correction factor for cylinder 3 1
Age of specimen 28 days
Age of specimen in hours no data0 hours