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