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Sample Record for 2023-06-14-37

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Project Information

Project ID: 214135 DEA: 09213404 EFIS: 0900000030 QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-29.9/41.8
Work Description: ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location Description: INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 1302 W DRIVERS WAY, TEPE, AZ. 85284
Resident Engineer: Kris Raber Structure Rep.: Alex Naime-Falcon

Sample Information

DIME Sample ID: 2023-06-14-37
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 06/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/14/2023
The quantity of what the sample constitutes: 15.5 CY
A brief description of the sample: Cylinders Pour
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: 711 Materials Ridgecrest

Material Information

The concrete mix design number: 718216A
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: Concrete Plant
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: DS 1119 and 1187 Head Walls
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-06-14-37-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Verified Date: 07/12/2023
Date Tested: 07/12/2023
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: 3 @ 28 day
Test Result Compliance: does not comply
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Cross sectional area of cylinder 1 12.57 in^2
Cross sectional area of cylinder 2 12.57 in^2
Cross sectional area of cylinder 3 12.57 in^2
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Compressive strength (to nearest 10 psi) 3450 psi
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Compressive strength of cylinder 1 3628.1 psi
Compressive strength of cylinder 2 3293.6 psi
Average diameter of cylinder 3 4.00 in
Compressive strength of cylinder 3 3419.3 psi
Maximum load on cylinder 1 45605 lb
Maximum load on cylinder 2 41400 lb
Maximum load on cylinder 3 42980 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 1
Type of fracture pattern of cylinder 3 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 1
Correction factor for cylinder 3 1
Age of specimen 28 days

Test 2 of 2

DIME Test ID: 2023-06-14-37-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Verified Date: 07/26/2023
Date Tested: 07/26/2023
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: 3 @ 42 day
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Cross sectional area of cylinder 1 12.57 in^2
Cross sectional area of cylinder 2 12.57 in^2
Cross sectional area of cylinder 3 12.57 in^2
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Compressive strength (to nearest 10 psi) 3770 psi
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Compressive strength of cylinder 1 3752.2 psi
Compressive strength of cylinder 2 3778.8 psi
Average diameter of cylinder 3 4.00 in
Compressive strength of cylinder 3 3779.2 psi
Maximum load on cylinder 1 47165 lb
Maximum load on cylinder 2 47500 lb
Maximum load on cylinder 3 47505 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 1
Type of fracture pattern of cylinder 3 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 1
Correction factor for cylinder 3 1
Age of specimen 42 days

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2023-06-14-37-4ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens06/15/202308/09/2023Sheila ReyesCT D09 - Bishop Field Laboratory2 @ 56 day (HOLD)