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Sample Record for 2022-05-25-36

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Project Information

Project ID: 213707 DEA: 081C38U4 EFIS: 0817000196 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-6.7/R25.1
Work Description: Remove concrete pavement and base, and place HMA and JPCP
Location Description: ROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON.
Contractor Name: Coffman Specialties
Contractor Address: 9685 Via Excelencia, San Diego, CA 92126
Resident Engineer: Elvira Lenart Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-05-25-36
TL Number from the TL Form: 59
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 05/25/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/26/2022
The quantity of what the sample constitutes: 6
A brief description of the sample: concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1012-59
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Coffman Specialties, Inc

Material Information

The concrete mix design number: 1906-23
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 110
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: I10 Wb Sta 12000 Lane 3 and 4, Shoulder Mainline
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2022-05-25-36-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Cured in accordance with ASTM C511
Verified Date: 06/30/2022
Date Tested: 06/01/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 6
Test performed With no density determined
Cross sectional area of cylinder 1 28.09 in^2
Cross sectional area of cylinder 2 27.99 in^2
Cross sectional area of cylinder 3 27.99 in^2
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Cross sectional area of cylinder 4 28.09 in^2
Cross sectional area of cylinder 5 27.99 in^2
Cross sectional area of cylinder 6 28.09 in^2
Average diameter of cylinder 1 5.98 in
Average diameter of cylinder 2 5.97 in
Compressive strength of cylinder 1 639.4 psi
Compressive strength of cylinder 2 643.1 psi
Average diameter of cylinder 3 5.97 in
Compressive strength of cylinder 3 649.3 psi
Compressive strength (to nearest 10 psi) 650 psi
Average diameter of cylinder 4 5.98 in
Compressive strength of cylinder 4 660.4 psi
Average diameter of cylinder 5 5.97 in
Compressive strength of cylinder 5 645.2 psi
Average diameter of cylinder 6 5.98 in
Compressive strength of cylinder 6 641.5 psi
Maximum load on cylinder 1 17960 lb
Maximum load on cylinder 2 18000 lb
Maximum load on cylinder 3 18175 lb
Maximum load on cylinder 4 18550 lb
Maximum load on cylinder 5 18060 lb
Maximum load on cylinder 6 18020 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 2
Type of fracture pattern of cylinder 4 2
Type of fracture pattern of cylinder 5 2
Type of fracture pattern of cylinder 6 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
Correction factor for cylinder 4 1
Correction factor for cylinder 5 1
Correction factor for cylinder 6 1
Age of specimen 7 days