Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 8127 DEA: 080N5904 EFIS: 0800000533
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R85.2
Work Description: CONSTRUCT PC/PS BULB-TEE GIRDER BRIDGE
Location Description: SAN BERNARDINO COUNTY NEAR ESSEX AT VAN WINKLE WASH BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: P.O. Box 50085, Watsonville, CA 95077
Resident Engineer: Khoa Nguyen Structure Rep.: Ching Chuang
DIME Sample ID: 2014-01-14-8507766
TL Number from the TL Form:
Sample Submitted By Organization: SCST, LLC
Sample Organization Contact: (619) 280-4321
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 01/14/2014
Date that the sample was received by the laboratory/organization performing the testing: 01/14/2014
The quantity of what the sample constitutes: 5 cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: High Grade
The concrete mix design number: HG534012
The truck number from where the sample was collected: 174
The batch plant ticket number from where the sample was collected: 813308
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete Truck 174
Where the material sample would have been placed if not sampled: Bent 3 South Column
From Lot No.:
Bag Lot No.:
DIME Test ID: 2014-01-14-8507766-1
Test Method: ASTM C173-10b: Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method
Verified Date: 02/10/2014
Date Tested: 01/14/2014
Submitted By Organization: SCST, LLC
Organization Address: 6280 Riverdale Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92120
Organization Email: dhicks@scst.com
Organization Phone: (619) 528-4716
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2014-01-14-8507766-2
Test Method: ASTM C143-10a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 02/10/2014
Date Tested: 01/14/2014
Submitted By Organization: SCST, LLC
Organization Address: 6280 Riverdale Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92120
Organization Email: dhicks@scst.com
Organization Phone: (619) 528-4716
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2014-01-14-8507766-3
Test Method: ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 02/10/2014
Date Tested: 01/14/2014
Submitted By Organization: SCST, LLC
Organization Address: 6280 Riverdale Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92120
Organization Email: dhicks@scst.com
Organization Phone: (619) 528-4716
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2014-01-14-8507766-4
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
Verified Date: 02/10/2014
Date Tested: 01/21/2014
Submitted By Organization: SCST, LLC
Organization Address: 6280 Riverdale Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92120
Organization Email: dhicks@scst.com
Organization Phone: (619) 528-4716
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
1
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength of cylinder (to nearest 10 psi)
|
4120 psi
|
Average diameter of cylinder 1
|
6.00 in
|
Maximum load on cylinder 1
|
116500 lb
|
Type of fracture pattern of cylinder 1
|
2
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
Correction factor for cylinder 1
|
1
|
Age of specimen
|
7 days
|
DIME Test ID: 2014-01-14-8507766-5
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
Verified Date: 02/10/2014
Date Tested: 01/28/2014
Submitted By Organization: SCST, LLC
Organization Address: 6280 Riverdale Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92120
Organization Email: dhicks@scst.com
Organization Phone: (619) 528-4716
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
1
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength of cylinder (to nearest 10 psi)
|
4530 psi
|
Average diameter of cylinder 1
|
6.00 in
|
Maximum load on cylinder 1
|
127980 lb
|
Type of fracture pattern of cylinder 1
|
1
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
Correction factor for cylinder 1
|
1
|
Age of specimen
|
14 days
|
DIME Test ID: 2014-01-14-8507766-6
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
Verified Date: 02/14/2014
Date Tested: 02/11/2014
Submitted By Organization: SCST, LLC
Organization Address: 6280 Riverdale Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92120
Organization Email: dhicks@scst.com
Organization Phone: (619) 528-4716
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
|
Cross sectional area of cylinder 1
|
no data
|
Cross sectional area of cylinder 2
|
no data
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength (to nearest 10 psi)
|
5470 psi
|
Average diameter of cylinder 1
|
6.00 in
|
Average diameter of cylinder 2
|
6.00 in
|
Maximum load on cylinder 1
|
152930 lb
|
Maximum load on cylinder 2
|
156060 lb
|
Type of fracture pattern of cylinder 1
|
1
|
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
|