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Sample Record for 2014-02-07-8002239

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

Project Information

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.: Chuang, Ching

Sample Information

DIME Sample ID: 2014-02-07-8002239
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: 02/07/2014
Date that the sample was received by the laboratory/organization performing the testing: 02/08/2014
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 Batch Plant Joshua Tree

Material Information

The concrete mix design number: JT685F25
The truck number from where the sample was collected: 147
The batch plant ticket number from where the sample was collected: 306595
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Abutment No. 1 Diaphragm Second Lift
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 6

DIME Test ID: 2014-02-07-8002239-1
Test Method: ASTM C173-10b: Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method
Verified Date: 03/11/2014
Date Tested: 02/07/2014
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) 280-4321
General Comments for this Test:
Additional Comments When Verified:
Air content 1.2 %

Test 2 of 6

DIME Test ID: 2014-02-07-8002239-2
Test Method: ASTM C143-10a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 03/11/2014
Date Tested: 02/07/2014
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) 280-4321
General Comments for this Test:
Additional Comments When Verified:
Slump 5 inch

Test 3 of 6

DIME Test ID: 2014-02-07-8002239-3
Test Method: ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 03/11/2014
Date Tested: 02/07/2014
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) 280-4321
General Comments for this Test:
Additional Comments When Verified:
Temperature 50 F

Test 4 of 6

DIME Test ID: 2014-02-07-8002239-4
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 03/11/2014
Date Tested: 02/14/2014
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) 280-4321
General Comments for this Test:
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) 5450 psi
Average diameter of cylinder 1 6.00 in
Maximum load on cylinder 1 154080 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

Test 5 of 6

DIME Test ID: 2014-02-07-8002239-5
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 03/11/2014
Date Tested: 02/21/2014
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) 280-4321
General Comments for this Test:
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) 6220 psi
Average diameter of cylinder 1 6.00 in
Maximum load on cylinder 1 175800 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 14 days

Test 6 of 6

DIME Test ID: 2014-02-07-8002239-6
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 03/11/2014
Date Tested: 03/07/2014
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) 280-4321
General Comments for this Test:
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) 6400 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Maximum load on cylinder 1 181140 lb
Maximum load on cylinder 2 180400 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 2
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

Tests Assigned to this Sample

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