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Sample Record for 2021-06-02-2

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Project Information

Project ID: 214899 DEA: 033H4504 EFIS: 0318000001 QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-50-33.8/34.2
Work Description: CONSTRUCT RW, WIDEN RDWY, COLD PLANE AC PVMT, & HMA OVERLAY.
Location Description: EL DORADO COUNTY AT FRESH POND FROM 0.6 TO 0.2 MILE WEST OF FOREST ROAD/OUTER LIMITS LANE
Contractor Name: BRIDGEWAY CIVIL CONSTRUCTORS, INC.
Contractor Address: 4950 Allison Parkway, # A, Vacaville, CA 95866
Resident Engineer: Jody Phillips Structure Rep.: Carlin, Dave

Sample Information

DIME Sample ID: 2021-06-02-2
TL Number from the TL Form: 79401
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 227-7283
Type of Sample: Quality Assurance
Type of Material: Cementitious
Sample Taken Date: 06/02/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/03/2021
The quantity of what the sample constitutes: 12 Cubes
A brief description of the sample: Grout Cubes
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Soldier Pile Wall
The fabricator/manufacturer/facility name: Pacific Coast Drilling Company

Material Information

Brand: Basalite
Mill: Lehigh
Type of Cementitious Material: Type II Cement

Test Results

Test 1 of 4

DIME Test ID: 2021-06-02-2-1
Test Method: ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Verified Date: 06/05/2021
Date Tested: 06/04/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: 2 Day
Additional Comments When Verified:
Will control cubes be used per ASTM C311? no
The amount of flow no data %
The amount of water used 48.5 %
Compressive strength of 1st specimen 3030 psi
Compressive strength of 2nd specimen 2839 psi
Compressive strength of 3rd specimen 2910 psi
Average Compressive strength (to nearest 10 psi) 2930 psi

Test 2 of 4

DIME Test ID: 2021-06-02-2-2
Test Method: ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Verified Date: 06/05/2021
Date Tested: 06/05/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Specimen 3 was eliminated from the average for being outside allowable limits per Section 12 of ASTM C109
Additional Comments When Verified:
Will control cubes be used per ASTM C311? no
The amount of flow no data %
The amount of water used 48.5 %
Compressive strength of 1st specimen 3743 psi
Compressive strength of 2nd specimen 3737 psi
Compressive strength of 3rd specimen 3936 psi
Average Compressive strength (to nearest 10 psi) 3810 psi

Test 3 of 4

DIME Test ID: 2021-06-02-2-3
Test Method: ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Verified Date: 06/06/2021
Date Tested: 06/06/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Specimen 2 was eliminated from the average for being outside allowable limits per Section 12 of ASTM C109
Additional Comments When Verified:
Will control cubes be used per ASTM C311? no
The amount of flow no data %
The amount of water used 48.5 %
Compressive strength of 1st specimen 4495 psi
Compressive strength of 2nd specimen 4052 psi
Compressive strength of 3rd specimen 4424 psi
Average Compressive strength (to nearest 10 psi) 4460 psi

Test 4 of 4

DIME Test ID: 2021-06-02-2-4
Test Method: ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Verified Date: 06/09/2021
Date Tested: 06/09/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: 7 Day; Specimen 2 excluded for being out of range of other two specimens per ASTM C109-20.
Additional Comments When Verified:
Will control cubes be used per ASTM C311? no
The amount of flow no data %
The amount of water used 48.5 %
Compressive strength of 1st specimen 5180 psi
Compressive strength of 2nd specimen 4990 psi
Compressive strength of 3rd specimen 5161 psi
Average Compressive strength (to nearest 10 psi) 5110 psi

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.