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Sample Record for 2016-01-13-3

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

Project Information

Project ID: 208714 DEA: 08043514 EFIS: 0800000010 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-58-R22.2/R31.1
Work Description: REALIGN AND WIDEN 2 TO 4 LANES EXPRESSWAY
Location Description: HINKLEY ROAD FROM 2.4 MILES WEST OF HIDDEN RIVER ROAD TO? 0.7 MILE EAST OF LENWOOD ROAD.
Contractor Name: Skanska Civil USA
Contractor Address: 1995 Agua Mansa Road, Riverside, CA 92509
Resident Engineer: Shaine Shahidi Structure Rep.: Ahmad Ankir

Sample Information

DIME Sample ID: 2016-01-13-3
TL Number from the TL Form: 1234A
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 01/13/2016
Date that the sample was received by the laboratory/organization performing the testing: 01/14/2016
The quantity of what the sample constitutes: 8
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 915-34A
Structure unique identifier: CONSTRUCTION ON STATE HWY SBDO
Structure name: HINKLEY OC OC APP SLAB AT ABUT 1AND3
The fabricator/manufacturer/facility name: ROBERTSONS

Material Information

The concrete mix design number: SC675B38
The truck number from where the sample was collected: 1166
The batch plant ticket number from where the sample was collected: 1309623
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Chute
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 3

DIME Test ID: 2016-01-13-3-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/25/2016
Date Tested: 01/19/2016
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
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
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 5.99 in
Average diameter of cylinder 2 5.99 in
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 28.18 in^2
Compressive strength (to nearest 10 psi) 3800 psi
Maximum load on cylinder 1 105100 lb
Maximum load on cylinder 2 109330 lb
Compressive strength of cylinder 1 3729.6 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 3879.7 psi
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 6 days
Age of specimen in hours no data

Test 2 of 3

DIME Test ID: 2016-01-13-3-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/25/2016
Date Tested: 01/25/2016
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
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
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 5.99 in
Average diameter of cylinder 2 5.99 in
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 28.18 in^2
Compressive strength (to nearest 10 psi) 5020 psi
Maximum load on cylinder 1 143230 lb
Maximum load on cylinder 2 139710 lb
Compressive strength of cylinder 1 5082.7 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 4957.8 psi
Type of fracture pattern of cylinder 2 3
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 12 days
Age of specimen in hours no data

Test 3 of 3

DIME Test ID: 2016-01-13-3-4
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/10/2016
Date Tested: 02/10/2016
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
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
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 5.98 in
Average diameter of cylinder 2 5.98 in
Cross sectional area of cylinder 1 28.09 in^2
Cross sectional area of cylinder 2 28.09 in^2
Compressive strength (to nearest 10 psi) 6000 psi
Maximum load on cylinder 1 170050 lb
Maximum load on cylinder 2 166780 lb
Compressive strength of cylinder 1 6053.8 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 5937.3 psi
Type of fracture pattern of cylinder 2 3
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
Age of specimen in hours no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2016-01-13-3-3ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens01/25/201601/27/2016Matthew ClaytonCT - Southern Regional Laboratory