Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 209795 DEA: 08383504 EFIS: 0800000638
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-63.0
Work Description: REPLACE HURKEY CREEK BRIDGE
Location Description: RIVERSIDE COUNTY NEAR IDYLLWILD AT HURKEY CREEK BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 440 SOUTH MELROSE DRIVE 200 , VISTA CA 92081
Resident Engineer: Max Quach Structure Rep.: Shukri Abouazra
DIME Sample ID: 2016-02-23-1
TL Number from the TL Form: A1B2C31
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 02/23/2016
Date that the sample was received by the laboratory/organization performing the testing: 02/25/2016
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 918-C31
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: Robertsons
The concrete mix design number: RRM13017
The truck number from where the sample was collected: 1026
The batch plant ticket number from where the sample was collected: 1217165
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Batch plant
A detailed description of where the material sample was collected: BACK OF THE TRUCK
Where the material sample would have been placed if not sampled: BRIDGE DECK STAGE 2
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2016-02-23-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/22/2016
Date Tested: 03/22/2016
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)
|
5570 psi
|
Maximum load on cylinder 1
|
161040 lb
|
Maximum load on cylinder 2
|
152120 lb
|
Compressive strength of cylinder 1
|
5733.0 psi
|
Type of fracture pattern of cylinder 1
|
3
|
Compressive strength of cylinder 2
|
5415.5 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
|
28 days
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2016-02-23-1-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/05/2016
Date Tested: 04/05/2016
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)
|
5890 psi
|
Maximum load on cylinder 1
|
167160 lb
|
Maximum load on cylinder 2
|
163870 lb
|
Compressive strength of cylinder 1
|
5950.9 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
5833.7 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
|
42 days
|
Age of specimen in hours
|
no data
|