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Sample Record for 2024-10-08-24

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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: 2024-10-08-24
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: 10/08/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/09/2024
The quantity of what the sample constitutes: 90.0 CY
A brief description of the sample: Retaining wall 2
From where was the sample collected: Job Site
Laboratory sample identification: 204
Structure unique identifier:
Structure name: Retaining wall 2
The fabricator/manufacturer/facility name: Builders

Material Information

The concrete mix design number: ND10531
The truck number from where the sample was collected: 9115
The batch plant ticket number from where the sample was collected: 1364761
Concrete batch plant: Sanger
The fabricator/manufacturer designation for the sample: Builders
A detailed description of where the material sample was collected: tailgate
Where the material sample would have been placed if not sampled: Wall 2 stem
From Lot No.:
Bag Lot No.:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2024-10-08-24-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/06/2024
Date Tested: 11/06/2024
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 strenght 3600 psi n@ 28 days
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) 3730 psi
Maximum load on cylinder 1 45800 lb
Maximum load on cylinder 2 46520 lb
Maximum load on cylinder 3 48220 lb
Compressive strength of cylinder 1 3643.6 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 3700.9 psi
Compressive strength of cylinder 3 3836.1 psi
Type of fracture pattern of cylinder 2 5
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 29 days
Age of specimen in hours no data0 hours