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Sample Record for 2014-06-04-8419685


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
Resident Engineer: Jarrett Woodruff Structure Rep.: Miller, Brandon

Sample Information

DIME Sample ID: 2014-06-04-8419685
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: 06/04/2014
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: .1 cy in a wheelbarrow
A brief description of the sample: Concrete in a wheelbarrow
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier: 25-0042
Structure name: Sly Park Rd UC

Material Information

The concrete mix design number: SF718AFST0
The truck number from where the sample was collected: 32
The batch plant ticket number from where the sample was collected: 1043969
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 1
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 6

DIME Test ID: 2014-06-04-8419685-1
Test Method: ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 06/16/2014
Date Tested: 06/04/2014
Submitted By Organization: CT D03 - Sacramento Structures Construction Sanders Construction Field Laboratory Office
Organization Address: 11323 Sanders Dr
Test General Comments:
Additional Comments When Verified:
Temperature 77.2 F

Test Results

Test 2 of 6

DIME Test ID: 2014-06-04-8419685-2
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: 06/04/2014
Submitted By Organization: CT D03 - Sacramento Structures Construction Sanders Construction Field Laboratory Office
Organization Address: 11323 Sanders Dr
Test General Comments:
Additional Comments When Verified:
Air content 4.25 %

Test Results

Test 3 of 6

DIME Test ID: 2014-06-04-8419685-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 07/23/2014
Date Tested: 07/02/2014
Submitted By Organization: CT D03 - Sacramento Structures Construction Sanders Construction Field Laboratory Office
Organization Address: 11323 Sanders Dr
Test General Comments:
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 28.46 in^2
Cross sectional area of cylinder 2 28.56 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 4960 psi
Average diameter of cylinder 1 6.02 in
Average diameter of cylinder 2 6.03 in
Compressive strength of cylinder 1 5014.5 psi
Compressive strength of cylinder 2 4896.7 psi
Maximum load on cylinder 1 142714 lb
Maximum load on cylinder 2 139851 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

Test Results

Test 4 of 6

DIME Test ID: 2014-06-04-8419685-4
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 07/23/2014
Date Tested: 06/18/2014
Submitted By Organization: CT D03 - Sacramento Structures Construction Sanders Construction Field Laboratory Office
Organization Address: 11323 Sanders Dr
Test General Comments:
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 28.56 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 3660 psi
Average diameter of cylinder 1 6.03 in
Average diameter of cylinder 2 6.03 in
Compressive strength of cylinder 1 3788.7 psi
Compressive strength of cylinder 2 3537.6 psi
Maximum load on cylinder 1 108206 lb
Maximum load on cylinder 2 101033 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 14 days

Test Results

Test 5 of 6

DIME Test ID: 2014-06-04-8419685-5
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 08/11/2014
Date Tested: 07/30/2014
Submitted By Organization: CT D03 - Sacramento Structures Construction Sanders Construction Field Laboratory Office
Organization Address: 11323 Sanders Dr
Test General Comments:
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 28.46 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) 5730 psi
Average diameter of cylinder 1 6.02 in
Average diameter of cylinder 2 6.02 in
Compressive strength of cylinder 1 5729.6 psi
Compressive strength of cylinder 2 5738.2 psi
Maximum load on cylinder 1 163063 lb
Maximum load on cylinder 2 163308 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 56 days

Test Results

Test 6 of 6

DIME Test ID: 2014-06-04-8419685-6
Test Method: ASTM C143-10a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 08/11/2014
Date Tested: 06/04/2014
Submitted By Organization: CT D03 - Sacramento Structures Construction Sanders Construction Field Laboratory Office
Organization Address: 11323 Sanders Dr
Test General Comments:
Additional Comments When Verified:
Slump 6 inch