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Sample Record for 2024-09-13-18

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

Project Information

Project ID: 215639 DEA: 100S6804 EFIS: 1014000100 QA Service Level: 1
DIST-CO-RTE-PM: 10-ALP-4,88,89-Var
Work Description: REPLACE CULVERTS, HEADWALLS AND REPLACE END TREATMENTS.
Location Description: ALPINE COUNTY AT VARIOUS LOCATIONS
Contractor Name: CCFG Construction - Mike Niven
Contractor Address: 17750 Wards Ferry Rd, Sonora, CA 95370
Resident Engineer: Iqbal Aulakh Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-09-13-18
TL Number from the TL Form:
Sample Submitted By Organization: Rinker Materials
Sample Organization Contact: (916) 381-3910
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 09/13/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/13/2024
The quantity of what the sample constitutes: production day
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Rinker Materials

Material Information

The concrete mix design number: mix5
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 2-13710
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Besser Hopper
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 3

DIME Test ID: 2024-09-13-18-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 09/16/2024
Date Tested: 09/13/2024
Submitted By Organization: Rinker Materials
Organization Address: 7020 Tokay Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95828
Organization Email: edgar.benitez@rinkerpipe.com
Organization Phone: (209) 401-6972
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Temperature 82 F

Test 2 of 3

DIME Test ID: 2024-09-13-18-2
Test Method: CTM TEMP1-16: Test Method for Monitoring Precast Concrete Curing Temperature (Curing temperature)
Verified Date: 09/16/2024
Date Tested: 09/13/2024
Submitted By Organization: Rinker Materials
Organization Address: 7020 Tokay Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95828
Organization Email: edgar.benitez@rinkerpipe.com
Organization Phone: (209) 401-6972
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Precast Maximum Curing Temperature 118 °F

Test 3 of 3

DIME Test ID: 2024-09-13-18-3
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/30/2024
Date Tested: 09/30/2024
Submitted By Organization: Rinker Materials
Organization Address: 7020 Tokay Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95828
Organization Email: edgar.benitez@rinkerpipe.com
Organization Phone: (209) 401-6972
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
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 3 4.00 in
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 13.57 in^2
Compressive strength (to nearest 10 psi) 5060 psi
Maximum load on cylinder 1 62795 lb
Maximum load on cylinder 2 64295 lb
Maximum load on cylinder 3 63910 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 5
Type of fracture pattern of cylinder 3 5
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 17 days
Age of specimen in hours no data0 hours