Print Report | Back to Sample Detail

Sample Record for 2023-06-30-1

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

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.: Sheila Reyes

Sample Information

DIME Sample ID: 2023-06-30-1
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: 06/30/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/30/2023
The quantity of what the sample constitutes: 29 YDS
A brief description of the sample: DS 1343 Couth Headwall A1
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: 750216A6
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 1343 South Headwall 1A
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2023-06-30-1-2
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: 07/28/2023
Date Tested: 07/28/2023
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: Cylinders: 3 @28 day
Test Result Compliance: complies
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) 4150 psi
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Compressive strength of cylinder 1 4203.3 psi
Compressive strength of cylinder 2 4134.4 psi
Average diameter of cylinder 3 4.00 in
Compressive strength of cylinder 3 4125.7 psi
Maximum load on cylinder 1 52835 lb
Maximum load on cylinder 2 51970 lb
Maximum load on cylinder 3 51860 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

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2023-06-30-1-3ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens06/30/202308/11/2023Sheila ReyesCT D09 - Bishop Field LaboratoryCylinders: 3 @42 day
2023-06-30-1-4ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens06/30/202308/25/2023Sheila ReyesCT D09 - Bishop Field LaboratoryCylinders: 2 @56 day