Print Report | Back to Sample Detail

Sample Record for 2015-08-27-2

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

Project Information

Project ID: 210749 DEA: 081G5114 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-57.6/127.0, R57.6-R127.0, R57.6/R127
Work Description: Secure bridges and build a crossover at Tex Wash
Location Description: In Riverside County from Jct 86/10 to Arco Ditch
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38000 Monroe St, Indio, CA 92203
Resident Engineer: Andy Quach Structure Rep.: Shukri Abouazra

Sample Information

DIME Sample ID: 2015-08-27-2
TL Number from the TL Form: L79 0CPP 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: 08/27/2015
Date that the sample was received by the laboratory/organization performing the testing: 08/28/2015
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: 920-03
Structure unique identifier: TEX WASH RIGHT BRIDGE
Structure name: Unknown
The fabricator/manufacturer/facility name: JOB

Material Information

The concrete mix design number: UV 285P
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: 51164
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TUCKER TRANSPORTER TRUCK
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: 2015-08-27-2-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/03/2015
Date Tested: 09/03/2015
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) 7320 psi
Maximum load on cylinder 1 210390 lb
Maximum load on cylinder 2 207950 lb
Compressive strength of cylinder 1 7366.6 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 7281.2 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 7 days
Age of specimen in hours no data