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Sample Record for 2023-03-17-33

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

Project Information

Project ID: 993848 DEA: 081N0704 EFIS: 0822000087 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R140.8/R148.5
Work Description: GRAVEL MULCH, ROCK BLANKET, AND IMPORTED BORROW
Location Description: SAN BERNARDINO COUNTY IN NEEDLES AT VARIOUS LOCATIONS FROM NEEDLES HIGHWAY TO FIVE MILE ROAD
Contractor Name: Griffith Company
Contractor Address: 3050 E. Birch Street, Brea, California 92821
Resident Engineer: Dave Benson Structure Rep.: jegbefume adodo

Sample Information

DIME Sample ID: 2023-03-17-33
TL Number from the TL Form: 081N070420230317
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 03/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/23/2023
The quantity of what the sample constitutes: 6
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1048-317
Structure unique identifier:
Structure name: monument sign
The fabricator/manufacturer/facility name: cemex

Material Information

The concrete mix design number: 1619144
The truck number from where the sample was collected: 310069791
The batch plant ticket number from where the sample was collected: 4450148
Concrete batch plant: cemex
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: FOOTING AND PEDESTAL
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2023-03-17-33-1
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: 03/24/2023
Date Tested: 03/24/2023
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.18 in^2
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Compressive strength (to nearest 10 psi) 4150 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 5.99 in
Compressive strength of cylinder 1 4034.7 psi
Compressive strength of cylinder 2 4270.4 psi
Maximum load on cylinder 1 114060 lb
Maximum load on cylinder 2 120340 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 2
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
Age of specimen 7 days

Test 2 of 3

DIME Test ID: 2023-03-17-33-2
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: 04/03/2023
Date Tested: 03/31/2023
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
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
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Compressive strength (to nearest 10 psi) 4790 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Compressive strength of cylinder 1 4844.7 psi
Compressive strength of cylinder 2 4740.2 psi
Maximum load on cylinder 1 136960 lb
Maximum load on cylinder 2 134005 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 2
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
Age of specimen 14 days

Test 3 of 3

DIME Test ID: 2023-03-17-33-3
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: 06/28/2023
Date Tested: 04/14/2023
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 28.27 in^2
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Compressive strength (to nearest 10 psi) 5920 psi
Average diameter of cylinder 1 5.99 in
Average diameter of cylinder 2 6.00 in
Compressive strength of cylinder 1 5966.3 psi
Compressive strength of cylinder 2 5866.8 psi
Maximum load on cylinder 1 168130 lb
Maximum load on cylinder 2 165855 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 3
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
Age of specimen 28 days