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Sample Record for 2024-08-13-112

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

Project Information

Project ID: 994191 DEA: 081G8304 EFIS: 0816000079 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R100.8/R101.8
Work Description: HMA, STRUCTURAL CONC, BAR REINFORCING STEEL, CRSP & IMPORTED BORROW.
Location Description: SAN BERNARDINO COUNTY AT ESSEX FROM 1.1 MILES EAST OF ESSEX ROAD OVERCROSSING TO 0.5 MILE EAST OF HALFWAY HILLS WASH BRIDGE
Contractor Name: SKANSKA USA CIVIL WEST CALIFORNIA DISTRICT INC.
Contractor Address: 1995 Agua Mansa Rd, Riverside, CA 92509
Resident Engineer: Anthony Doan Structure Rep.: Jegbefume Adodo

Sample Information

DIME Sample ID: 2024-08-13-112
TL Number from the TL Form: 081G830420240813
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: 08/13/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/23/2024
The quantity of what the sample constitutes: 6
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 1053-813
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CEMEX

Material Information

The concrete mix design number: 1629105
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: HALFWAY HILLS BRIDGE RIGHT - WB BRIGE COLUMNS - PIER COLUMNS, SAMPLED FROM LOAD 2 AT PIER 6 COLUMN 2
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: 2024-08-13-112-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Cured in accordance with ASTM C511
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: (909) 829-3029
Data has not been verified.

Test 2 of 2

DIME Test ID: 2024-08-13-112-2
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: 10/03/2024
Date Tested: 09/24/2024
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: (909) 829-3029
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 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 C1231 - Unbonded Elastomeric Pad Cap
Compressive strength (to nearest 10 psi) 5930 psi
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Compressive strength of cylinder 1 6034.2 psi
Compressive strength of cylinder 2 5875.1 psi
Average diameter of cylinder 3 4.00 in
Compressive strength of cylinder 3 5874.3 psi
Maximum load on cylinder 1 75850 lb
Maximum load on cylinder 2 73850 lb
Maximum load on cylinder 3 73840 lb
Type of fracture pattern of cylinder 1 3
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 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
Correction factor for cylinder 3 1
Age of specimen 42 days