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Sample Record for 2022-07-13-72

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

Project Information

Project ID: 993440 DEA: 060H1404 EFIS: 0616000194 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-190-34.7/39.4
Work Description: REMOVE AND REPLACE DRAINAGE SYSTEMS.
Location Description: TULARE COUNTY NEAR SPRINGVILLE AT VARIOUS LOCATIONS FROM 2.4 MILES EAST OF BALCH PARK ROAD TO 0.6 MILE WEST OF WISHON ROAD
Contractor Name: CCFG Construction
Contractor Address: 17750 Wards Ferry Rd, Sonora, CA 95370
Resident Engineer: Javier Huerta Structure Rep.: Ulysis O. Baal

Sample Information

DIME Sample ID: 2022-07-13-72
TL Number from the TL Form:
Sample Submitted By Organization: Structure Cast
Sample Organization Contact: (661) 301-2624
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 07/13/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/20/2022
The quantity of what the sample constitutes: 5 CY
A brief description of the sample: 3 Cylinders
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: StructureCast

Material Information

The concrete mix design number: 06-0H1404
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 6689
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Casting Bed
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2022-07-13-72-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap
Cured in accordance with ASTM C511
Verified Date: 08/08/2022
Date Tested: 07/20/2022
Submitted By Organization: Structure Cast
Organization Address: 8261 McCutchen Road ,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93311
Organization Email: brent@structurecast.com
Organization Phone: (661) 301-2624
General Comments for this Test:
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 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Cross sectional area of cylinder 3 28.27 in^2
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Compressive strength (to nearest 10 psi) 6150 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Average diameter of cylinder 3 6.00 in
Maximum load on cylinder 1 167075 lb
Maximum load on cylinder 2 160008 lb
Maximum load on cylinder 3 194497 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 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
Correction factor for cylinder 3 1
Age of specimen 6 days