Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210012 DEA: 080M2004 EFIS: 0800000467
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-371-67.7/72.9
Work Description: CONSTRUCT SHOULDER/RETAINING WALL ON BOTH DIRECTIONS OF ROUTE 371
Location Description: RIVERSIDE COUNTY NEAR ANZA AND CAHUILLA FROM EAST OF CARY ROAD TO EAST OF KIRBY ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 585 BEACH STREET , WATSONVILLE CA 95076
Resident Engineer: Max Quach Structure Rep.: Arnel Vega
DIME Sample ID: 2015-08-14-1
TL Number from the TL Form: 2
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: 08/14/2015
Date that the sample was received by the laboratory/organization performing the testing: 08/18/2015
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: 911-2
Structure unique identifier: HWY 371
Structure name: HEADWALL AND WINGWALLS DRAINAGE SYST 2
The fabricator/manufacturer/facility name: job
The concrete mix design number: D9358
The truck number from where the sample was collected: 13
The batch plant ticket number from where the sample was collected: 90813
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: CHUTE
Where the material sample would have been placed if not sampled: Unknown
From Lot No.:
Bag Lot No.:
DIME Test ID: 2015-08-14-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/11/2015
Date Tested: 08/18/2015
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)
|
2870 psi
|
Maximum load on cylinder 1
|
79380 lb
|
Maximum load on cylinder 2
|
82070 lb
|
Compressive strength of cylinder 1
|
2825.9 psi
|
Type of fracture pattern of cylinder 1
|
3
|
Compressive strength of cylinder 2
|
2921.7 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
|
4 days
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2015-08-14-1-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/11/2015
Date Tested: 09/11/2015
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)
|
4250 psi
|
Maximum load on cylinder 1
|
117200 lb
|
Maximum load on cylinder 2
|
121370 lb
|
Compressive strength of cylinder 1
|
4172.3 psi
|
Type of fracture pattern of cylinder 1
|
1
|
Compressive strength of cylinder 2
|
4320.8 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
|
28 days
|
Age of specimen in hours
|
no data
|