Print Report | Back to Sample Detail

Sample Record for 2015-10-06-5

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

Project Information

Project ID: 209217 DEA: 080F5404 EFIS: 0800000136 COOP: 081468 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-91,15-0.0/13.04, 35.64/45.14
Work Description: SR-91 Corridor Improvement Project: Develop approx. 8 miles of tolled express lanes and related improvements within SR 91 between the Riverside/Orange County line and I-15, including transition areas.
Location Description: 08-RIV-91-0.0/13.04; 12-ORA-91-R14.43/R18.91; 08-RIV-15-35.64/45.14
Contractor Name: Atkinson Walsh, Joint Venture
Contractor Address: 1785 Sampson Ave, Corona, CA 92879
Resident Engineer: Richard Hebert Structure Rep.: Cyrus Shahinpar

Sample Information

DIME Sample ID: 2015-10-06-5
TL Number from the TL Form: SRL 99
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: 10/06/2015
Date that the sample was received by the laboratory/organization performing the testing: 10/08/2015
The quantity of what the sample constitutes: 4
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 888-SRL 99
Structure unique identifier: 91 CIP
Structure name: BR19 ABUT 2 STEM
The fabricator/manufacturer/facility name: JOB

Material Information

The concrete mix design number: CM5634
The truck number from where the sample was collected: 285
The batch plant ticket number from where the sample was collected: 118034120
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: LOAD 10
Where the material sample would have been placed if not sampled: Unknown
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 2

DIME Test ID: 2015-10-06-5-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/20/2015
Date Tested: 10/20/2015
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 2
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 5.98 in
Average diameter of cylinder 2 5.98 in
Cross sectional area of cylinder 1 28.09 in^2
Cross sectional area of cylinder 2 28.09 in^2
Compressive strength (to nearest 10 psi) 5020 psi
Maximum load on cylinder 1 139880 lb
Maximum load on cylinder 2 142320 lb
Compressive strength of cylinder 1 4979.7 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 5066.6 psi
Type of fracture pattern of cylinder 2 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 no data
Age of specimen 14 days
Age of specimen in hours no data

Test 2 of 2

DIME Test ID: 2015-10-06-5-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/03/2015
Date Tested: 11/03/2015
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 2
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 5.98 in
Average diameter of cylinder 2 5.98 in
Cross sectional area of cylinder 1 28.09 in^2
Cross sectional area of cylinder 2 28.09 in^2
Compressive strength (to nearest 10 psi) 5700 psi
Maximum load on cylinder 1 159510 lb
Maximum load on cylinder 2 160700 lb
Compressive strength of cylinder 1 5678.5 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 5720.9 psi
Type of fracture pattern of cylinder 2 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 no data
Age of specimen 28 days
Age of specimen in hours no data