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Sample Record for 2023-08-19-36

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Project Information

Project ID: 214469 DEA: 030H08U4 EFIS: 0319000029 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-50-L0.2/R6.1
Work Description: Sac 50 Design Build PLEASE NOTE THAT DESIGN BUILDER MUST PERFORM QUALITY VALIDATION TESTING IN ACCORDANCE WITH THE MATERIAL CONTROL SCHEDULE (MCS) FOR ITEMS SUCH AS STRANDS, HS BOLTS, ELASTOMERIC BEARING PADS, JOINT SEALANTS, COUPLERS & WELDED HOOPS, ETC
Location Description: FROM 0.1 MILE EAST OF I-5 TO 0.8 MILE EAST OF WATT AVE
Contractor Name: FLATIRON WEST INC
Contractor Address: 2100 Goodyear Rd., Benicia, CA 94510
Resident Engineer: Jim Rogers Structure Rep.: Caleb Toy

Sample Information

DIME Sample ID: 2023-08-19-36
TL Number from the TL Form:
Sample Submitted By Organization: Sequoia Consultants
Sample Organization Contact: (714) 974-6316
Type of Sample: Informational
Type of Material: Concrete Core
Sample Taken Date: 08/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/19/2023
The quantity of what the sample constitutes: 0-320 CY Aproximate
A brief description of the sample: Concrete Cores
From where was the sample collected: Job Site
Laboratory sample identification: C072923-100
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Elite Ready Mix Bradshaw

Material Information

Detail description: Structural Concrete
Structure names: Bridge 11
Type of material: Concrete core
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2023-08-19-36-1
Test Method: ASTM C42-13: Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete
Verified Date: 09/11/2023
Date Tested: 09/09/2023
Submitted By Organization: Sequoia Consultants
Organization Address: 361 West Grove Avenue,
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: sranjan@sequoiacon.com
Organization Phone: 1 (714) 974-6316
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Length of Core 6.74 in
L/D Ratio 1.84
Diameter of Core 3.67 in
Type of Fracture 3
Age of Specimen 42 days
Compressive Strength 4030 psi
Correction Factor 1
Corrected Strength 4030 psi
Calculated Density 139 lb/ft^3

Test 2 of 3

DIME Test ID: 2023-08-19-36-2
Test Method: ASTM C42-13: Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete
Verified Date: 09/11/2023
Date Tested: 09/09/2023
Submitted By Organization: Sequoia Consultants
Organization Address: 361 West Grove Avenue,
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: sranjan@sequoiacon.com
Organization Phone: 1 (714) 974-6316
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Length of Core 7.1 in
L/D Ratio 1.92
Diameter of Core 3.68 in
Type of Fracture 3
Age of Specimen 42 days
Compressive Strength 3840 psi
Correction Factor 1
Corrected Strength 3840 psi
Calculated Density 142 lb/ft^3

Test 3 of 3

DIME Test ID: 2023-08-19-36-3
Test Method: ASTM C42-13: Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete
Verified Date: 09/11/2023
Date Tested: 09/09/2023
Submitted By Organization: Sequoia Consultants
Organization Address: 361 West Grove Avenue,
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: sranjan@sequoiacon.com
Organization Phone: 1 (714) 974-6316
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Length of Core 6.95 in
L/D Ratio 1.89
Diameter of Core 3.68 in
Type of Fracture 3
Age of Specimen 42 days
Compressive Strength 3910 psi
Correction Factor 1
Corrected Strength 3910 psi
Calculated Density 139 lb/ft^3