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Sample Record for 2015-08-31-5

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

Project Information

Project ID: 210228 DEA: 081G1704 EFIS: 0815000154 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-60,060-21.37, 21.4
Work Description: Repair Bridge at Theodore Street Overcrossing Br # 56-0488
Location Description: Near Moreno Valley
Contractor Name: Skanska Civil USA
Contractor Address: 1995 Agua Mansa Road, Riverside, CA 92509
Resident Engineer: Denise Sostrom Structure Rep.: Xavier Quintanar

Sample Information

DIME Sample ID: 2015-08-31-5
TL Number from the TL Form: L48 OCPP 003
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 08/31/2015
Date that the sample was received by the laboratory/organization performing the testing: 09/03/2015
The quantity of what the sample constitutes: 2
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 922-3
Structure unique identifier: CASTING BED A2
Structure name: Unknown
The fabricator/manufacturer/facility name: OLD CASTLE PRECAST

Material Information

The concrete mix design number: UV 272
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: NP
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TUCKER DISCHARGE
Where the material sample would have been placed if not sampled: Unknown
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2015-08-31-5-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/09/2015
Date Tested: 09/07/2015
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: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 6.03 in
Average diameter of cylinder 2 6.03 in
Cross sectional area of cylinder 1 28.56 in^2
Cross sectional area of cylinder 2 28.56 in^2
Compressive strength (to nearest 10 psi) 8300 psi
Maximum load on cylinder 1 241640 lb
Maximum load on cylinder 2 232220 lb
Compressive strength of cylinder 1 8460.8 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 8131.0 psi
Type of fracture pattern of cylinder 2 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 no data
Age of specimen 8 days
Age of specimen in hours no data