Print Report | Back to Sample Detail

Sample Record for 2014-05-27-12301567

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

Project Information

Project ID: 209175 DEA: 030F2204 EFIS: 0300000072 QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-50-R30.7/R31.7
Work Description: REPLACE BRIDGE.
Location Description: SLY PARK UNDERCROSSING
Contractor Name: Viking Construction Company
Contractor Address: P.O. Box 1508 , Rancho Cordova, CA 95741
Resident Engineer: Jarrett Woodruff Structure Rep.: Miller, Brandon

Sample Information

DIME Sample ID: 2014-05-27-12301567
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Sacramento Structures Construction Sanders Construction Field Laboratory Office
Sample Organization Contact: (916) 505-6839
Type of Sample: Verification
Type of Material: Concrete
Sample Taken Date: 05/27/2014
Date that the sample was received by the laboratory/organization performing the testing: 05/28/2014
The quantity of what the sample constitutes: 2 cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier: 25-0042
Structure name: Sly Park Rd UC
The fabricator/manufacturer/facility name: Jobsite

Material Information

The concrete mix design number: F628AFST0
The truck number from where the sample was collected: 19
The batch plant ticket number from where the sample was collected: 1043491
Concrete batch plant: 1B
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Discharge from concrete truck into wheelbarrow.
Where the material sample would have been placed if not sampled: Stage 1 Abutment 2 Footing
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 3

DIME Test ID: 2014-05-27-12301567-1
Test Method: ASTM C143-10a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 06/06/2014
Date Tested: 05/27/2014
Submitted By Organization: CT D03 - Sacramento Structures Construction Sanders Construction Field Laboratory Office
Organization Address: 11323 Sanders Dr,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95742
Organization Email: brandon.miller@dot.ca.gov
Organization Phone: (916) 505-6839
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
Slump 3 inch

Test 2 of 3

DIME Test ID: 2014-05-27-12301567-2
Test Method: ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 06/06/2014
Date Tested: 05/27/2014
Submitted By Organization: CT D03 - Sacramento Structures Construction Sanders Construction Field Laboratory Office
Organization Address: 11323 Sanders Dr,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95742
Organization Email: brandon.miller@dot.ca.gov
Organization Phone: (916) 505-6839
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
Temperature 82 F

Test 3 of 3

DIME Test ID: 2014-05-27-12301567-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 07/02/2014
Date Tested: 06/24/2014
Submitted By Organization: CT D03 - Sacramento Structures Construction Sanders Construction Field Laboratory Office
Organization Address: 11323 Sanders Dr,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95742
Organization Email: brandon.miller@dot.ca.gov
Organization Phone: (916) 505-6839
General Comments for this Test:
Test Result Compliance: comply
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 28.56 in^2
Cross sectional area of cylinder 2 28.46 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 4300 psi
Average diameter of cylinder 1 6.03 in
Average diameter of cylinder 2 6.02 in
Compressive strength of cylinder 1 4322.4 psi
Compressive strength of cylinder 2 4281.3 psi
Maximum load on cylinder 1 123448 lb
Maximum load on cylinder 2 121846 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

Tests Assigned to this Sample

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