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Sample Record for 2014-06-13-6301695

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.: Brandon Miller

Sample Information

DIME Sample ID: 2014-06-13-6301695
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Sacramento Structures Construction Sanders Construction Field Office
Sample Organization Contact: (916) 505-6839
Type of Sample: Verification
Type of Material: Concrete
Sample Taken Date: 06/13/2014
Date that the sample was received by the laboratory/organization performing the testing: 06/15/2014
The quantity of what the sample constitutes: 4 concrete 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: SF718AFST0
The truck number from where the sample was collected: 27
The batch plant ticket number from where the sample was collected: 1044479
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
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 5

DIME Test ID: 2014-06-13-6301695-1
Test Method: ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 06/16/2014
Date Tested: 06/13/2014
Submitted By Organization: CT D03 - Sacramento Structures Construction Sanders Construction Field 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 68.4 F

Test 2 of 5

DIME Test ID: 2014-06-13-6301695-2
Test Method: ASTM C143-10a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 06/16/2014
Date Tested: 06/13/2014
Submitted By Organization: CT D03 - Sacramento Structures Construction Sanders Construction Field 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:
Additional Comments When Verified:
Slump 7.5 inch

Test 3 of 5

DIME Test ID: 2014-06-13-6301695-3
Test Method: ASTM C231-10: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 06/30/2014
Date Tested: 06/13/2014
Submitted By Organization: CT D03 - Sacramento Structures Construction Sanders Construction Field 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:
Air content 5.5 %

Test 4 of 5

DIME Test ID: 2014-06-13-6301695-4
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 07/02/2014
Date Tested: 06/16/2014
Submitted By Organization: CT D03 - Sacramento Structures Construction Sanders Construction Field 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: does not 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 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 2110 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Compressive strength of cylinder 1 2163.4 psi
Compressive strength of cylinder 2 2063.9 psi
Maximum load on cylinder 1 61160 lb
Maximum load on cylinder 2 58346 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 3 days

Test 5 of 5

DIME Test ID: 2014-06-13-6301695-5
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 07/23/2014
Date Tested: 07/11/2014
Submitted By Organization: CT D03 - Sacramento Structures Construction Sanders Construction Field 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 28.18 in^2
Cross sectional area of cylinder 2 28.37 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 4620 psi
Average diameter of cylinder 1 5.99 in
Average diameter of cylinder 2 6.01 in
Compressive strength of cylinder 1 4783.6 psi
Compressive strength of cylinder 2 4452.8 psi
Maximum load on cylinder 1 134802 lb
Maximum load on cylinder 2 126325 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.