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Sample Record for 2024-10-04-24

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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: 2024-10-04-24
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 10/04/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/07/2024
The quantity of what the sample constitutes: 95 cy
A brief description of the sample: Retaining wall
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ready Mix Builders Concrete- Ashlan

Material Information

The concrete mix design number: ND10531
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1307039
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-10-04-24-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/14/2024
Date Tested: 10/14/2024
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: required strength 3600 @28 day
Test Result Compliance: does not comply
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 36350 lb
Maximum load on cylinder 2 37520 lb
Maximum load on cylinder 3 38210 lb
Compressive strength of cylinder 1 2891.8 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 2984.9 psi
Compressive strength of cylinder 3 3039.8 psi
Type of fracture pattern of cylinder 2 2
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 10 days
Age of specimen in hours no data0 hours

Test 2 of 2

DIME Test ID: 2024-10-04-24-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/12/2024
Date Tested: 11/12/2024
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 C1231 - Unbonded Elastomeric Pad 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) 3800 psi
Maximum load on cylinder 1 45760 lb
Maximum load on cylinder 2 46940 lb
Maximum load on cylinder 3 50670 lb
Compressive strength of cylinder 1 3640.4 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 3734.3 psi
Compressive strength of cylinder 3 4031 psi
Type of fracture pattern of cylinder 2 5
Type of fracture pattern of cylinder 3 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
Age of specimen 39 days
Age of specimen in hours no data0 hours