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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 - 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 - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
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 - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
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

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.