Print Report | Back to Sample Detail

Sample Record for 2016-11-10-2

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

Project Information

Project ID: 211393 DEA: 081F1104 EFIS: 0814000160 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-38-38.6-L5759
Work Description: CONSTRUCT A SAND HOUSE AND CHAIN LINK FENCE AT ONYX SUMMIT
Location Description: SAN BERNARDINO COUNTY AT ONYX SUMMIT 0.7 MILES SOUTH OF PIPES ROAD
Contractor Name: BRM
Contractor Address: Unknown
Resident Engineer: Al-Hakem Alina Structure Rep.: Al-Hakem Alina

Sample Information

DIME Sample ID: 2016-11-10-2
TL Number from the TL Form: 02
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: 11/10/2016
Date that the sample was received by the laboratory/organization performing the testing: 11/14/2016
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: 949-02
Structure unique identifier: ONYX SUMMIT SAND HOUSE
Structure name: SLAB
The fabricator/manufacturer/facility name: ROBERTSONS MIX

Material Information

The concrete mix design number: RRM09013
The truck number from where the sample was collected: 1169
The batch plant ticket number from where the sample was collected: 2319290
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TAIL GATE
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 2

DIME Test ID: 2016-11-10-2-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/17/2016
Date Tested: 11/17/2016
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 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) 4400 psi
Maximum load on cylinder 1 124800 lb
Maximum load on cylinder 2 122150 lb
Compressive strength of cylinder 1 4442.9 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 4348.5 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: 2016-11-10-2-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/03/2017
Date Tested: 12/08/2016
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 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) 6130 psi
Maximum load on cylinder 1 172370 lb
Maximum load on cylinder 2 172260 lb
Compressive strength of cylinder 1 6136.3 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 6132.4 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