Print Report | Back to Sample Detail

Sample Record for 2015-09-08-1

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

Project Information

Project ID: 209950 DEA: 080N56U4 EFIS: 0813000176 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R94.7/R99.7
Work Description: BRIDGE REPLACEMENTS.
Location Description: SAN BERNARDINO COUNTY NEAR ESSEX AT HALLER WASH BRIDGE AT ROJO WASH BRIDGE AND AT CLIPPER VALLEY WASH BRIDGE
Contractor Name: OHL USA, INC.
Contractor Address: 1920 MAIN STREET STE 310, Irvine, CA 92614
Resident Engineer: Darcy Davis Structure Rep.: Leonard Romero

Sample Information

DIME Sample ID: 2015-09-08-1
TL Number from the TL Form: 0004
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: 09/08/2015
Date that the sample was received by the laboratory/organization performing the testing: 09/14/2015
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: 907-04
Structure unique identifier: ROJO WASH BRIDGE R
Structure name: ABUTMENT 3 FOOTING
The fabricator/manufacturer/facility name: JOB

Material Information

The concrete mix design number: RRM15027
The truck number from where the sample was collected: 1186
The batch plant ticket number from where the sample was collected: 16
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: WHEELBARROW
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: 2015-09-08-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/16/2015
Date Tested: 09/15/2015
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) 2660 psi
Maximum load on cylinder 1 74980 lb
Maximum load on cylinder 2 74320 lb
Compressive strength of cylinder 1 2669.3 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 2645.8 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

Test 2 of 2

DIME Test ID: 2015-09-08-1-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/06/2015
Date Tested: 10/06/2015
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 5.99 in
Average diameter of cylinder 2 5.99 in
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 28.18 in^2
Compressive strength (to nearest 10 psi) 4470 psi
Maximum load on cylinder 1 125120 lb
Maximum load on cylinder 2 126680 lb
Compressive strength of cylinder 1 4440.0 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 4495.4 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 28 days
Age of specimen in hours no data