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Sample Record for 2023-07-20-37

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 993815 DEA: 081C0814 EFIS: 0816000086 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-R60.7/R74.3
Work Description: I-10 PAVEMENT REHABILITATION (SEGMENT 1) PROJECT
Location Description: Coachella
Contractor Name: COFFMAN SPECIALTIES, INC
Contractor Address: 4375 JUTLAND DRIVE STE 260, SAN DIEGO CA 92117
Resident Engineer: Michael Sergah Structure Rep.: Al Alina

Sample Information

DIME Sample ID: 2023-07-20-37
TL Number from the TL Form: 720
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: 07/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/21/2023
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: 1051-720
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hi Grade Materials Indio

Material Information

The concrete mix design number: Not Provided
The truck number from where the sample was collected: 268
The batch plant ticket number from where the sample was collected: 834727
Concrete batch plant: Not Provided
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: East Cactus Wash Bridge
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: 2023-07-20-37-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap
Cured in accordance with ASTM C511
Verified Date: 08/17/2023
Date Tested: 08/17/2023
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 3
Test performed With no density determined
Cross sectional area of cylinder 1 12.57 in^2
Cross sectional area of cylinder 2 12.63 in^2
Cross sectional area of cylinder 3 12.63 in^2
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Compressive strength (to nearest 10 psi) 4420 psi
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.01 in
Compressive strength of cylinder 1 4560.1 psi
Compressive strength of cylinder 2 4307.2 psi
Average diameter of cylinder 3 4.01 in
Compressive strength of cylinder 3 4403.8 psi
Maximum load on cylinder 1 57320 lb
Maximum load on cylinder 2 54400 lb
Maximum load on cylinder 3 55620 lb
Type of fracture pattern of cylinder 1 3
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 1
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