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Sample Record for 2022-09-22-33

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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: 2022-09-22-33
TL Number from the TL Form: 63
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: 09/22/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/26/2022
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 1012-922
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: coffman

Material Information

The concrete mix design number: Not Provided
The truck number from where the sample was collected: 17
The batch plant ticket number from where the sample was collected: 37
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: I10 STA 49950 WB
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2022-09-22-33-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Verified Date: 09/30/2022
Date Tested: 09/29/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 victoria st,
Organization City: fontana
Organization State:
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
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 28.27 in^2
Cross sectional area of cylinder 2 28.18 in^2
Cross sectional area of cylinder 3 28.09 in^2
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Cross sectional area of cylinder 4 28.18 in^2
Cross sectional area of cylinder 5 28.18 in^2
Cross sectional area of cylinder 6 28.18 in^2
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 5.99 in
Compressive strength of cylinder 1 598.5 psi
Compressive strength of cylinder 2 606.8 psi
Average diameter of cylinder 3 5.98 in
Compressive strength of cylinder 3 597.4 psi
Compressive strength (to nearest 10 psi) 600 psi
Average diameter of cylinder 4 5.99 in
Compressive strength of cylinder 4 603.1 psi
Average diameter of cylinder 5 5.99 in
Compressive strength of cylinder 5 610.7 psi
Average diameter of cylinder 6 5.99 in
Compressive strength of cylinder 6 602.2 psi
Maximum load on cylinder 1 16920 lb
Maximum load on cylinder 2 17100 lb
Maximum load on cylinder 3 16780 lb
Maximum load on cylinder 4 16995 lb
Maximum load on cylinder 5 17210 lb
Maximum load on cylinder 6 16970 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 1
Type of fracture pattern of cylinder 3 2
Type of fracture pattern of cylinder 4 2
Type of fracture pattern of cylinder 5 3
Type of fracture pattern of cylinder 6 3
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