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Sample Record for 2022-01-31-28

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

Project Information

Project ID: 214663 DEA: 081F7304 EFIS: 0815000034 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-215-2.7
Work Description: REPLACE CONCRETE BRIDGE, PLACE CONCRETE PCPS GIRDERS AND HMA.
Location Description: SAN BERNARDINO COUNTY IN COLTON AT WASHINGTON STREET OVERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVE, SYLMAR, CA, 91342
Resident Engineer: Shaine Shahidi Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-01-31-28
TL Number from the TL Form:
Sample Submitted By Organization: Coreslab
Sample Organization Contact: (909) 936-7741
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 01/31/2022
Date that the sample was received by the laboratory/organization performing the testing: 02/01/2022
The quantity of what the sample constitutes: 28 cy
A brief description of the sample: Concrete
From where was the sample collected: Fabricator
Laboratory sample identification: 017
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Coreslab Structures L.A., Inc.

Material Information

The concrete mix design number: 212
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 82531-82532
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Front Discharge RMT at Bed 9
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2022-01-31-28-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 02/07/2022
Date Tested: 01/31/2022
Submitted By Organization: Coreslab
Organization Address: 150 West Placentia Avenue,
Organization City: Perris
Organization State: CA
Organization Zipcode: 92571
Organization Email: bmalott@coreslab.com
Organization Phone: (909) 936-7741
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Temperature 63 F

Test 2 of 6

DIME Test ID: 2022-01-31-28-2
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 02/07/2022
Date Tested: 01/31/2022
Submitted By Organization: Coreslab
Organization Address: 150 West Placentia Avenue,
Organization City: Perris
Organization State: CA
Organization Zipcode: 92571
Organization Email: bmalott@coreslab.com
Organization Phone: (909) 936-7741
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Identification of concrete represented by the sample 212
Volume of the measure 0.249 ft^3
Density of concrete 148.6 lb/ft^3
Yield of concrete no data
Relative yield of the batch no data
Cement content no data
Air content no data

Test 3 of 6

DIME Test ID: 2022-01-31-28-3
Test Method: ASTM C143-15a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 02/07/2022
Date Tested: 01/31/2022
Submitted By Organization: Coreslab
Organization Address: 150 West Placentia Avenue,
Organization City: Perris
Organization State: CA
Organization Zipcode: 92571
Organization Email: bmalott@coreslab.com
Organization Phone: (909) 936-7741
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Slump 21.5 inch

Test 4 of 6

DIME Test ID: 2022-01-31-28-4
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 02/07/2022
Date Tested: 01/31/2022
Submitted By Organization: Coreslab
Organization Address: 150 West Placentia Avenue,
Organization City: Perris
Organization State: CA
Organization Zipcode: 92571
Organization Email: bmalott@coreslab.com
Organization Phone: (909) 936-7741
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Air content 2.5 %

Test 5 of 6

DIME Test ID: 2022-01-31-28-5
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/07/2022
Date Tested: 02/01/2022
Submitted By Organization: Coreslab
Organization Address: 150 West Placentia Avenue,
Organization City: Perris
Organization State: CA
Organization Zipcode: 92571
Organization Email: bmalott@coreslab.com
Organization Phone: (909) 936-7741
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
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Cross sectional area of cylinder 1 28.2 in^2
Cross sectional area of cylinder 2 28.2 in^2
Compressive strength (to nearest 10 psi) 5050 psi
Maximum load on cylinder 1 138744 lb
Maximum load on cylinder 2 145794 lb
Type of fracture pattern of cylinder 1 3
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 1
Age of specimen no data0 days
Age of specimen in hours 17 hours

Test 6 of 6

DIME Test ID: 2022-01-31-28-6
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/10/2022
Date Tested: 02/08/2022
Submitted By Organization: Coreslab
Organization Address: 150 West Placentia Avenue,
Organization City: Perris
Organization State: CA
Organization Zipcode: 92571
Organization Email: bmalott@coreslab.com
Organization Phone: (909) 936-7741
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
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Cross sectional area of cylinder 1 28.2 in^2
Cross sectional area of cylinder 2 28.2 in^2
Compressive strength (to nearest 10 psi) 8130 psi
Maximum load on cylinder 1 229830 lb
Maximum load on cylinder 2 228420 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 4
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 1
Age of specimen 8 days
Age of specimen in hours no data0 hours