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Sample Record for 2018-03-07-2

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

Project Information

Project ID: 211797 DEA: 080G8424 EFIS: 0814000184 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R107.3
Work Description: UPGRADE EXISTING SAFETY ROADSIDE REST AREAS (SRRA)
Location Description: SAN BERNARDINO COUNTY ABOUT 30 MILES EAST OF BARSTOW AT C.V. KANE SAFETY ROADSIDE REST AREA
Contractor Name: HAL HAYS CONSTRUCTION INC.
Contractor Address: 4181 Latham St., Riverside, CA 92501
Resident Engineer: Khoa Nguyen Structure Rep.: Romero, Leonard J

Sample Information

DIME Sample ID: 2018-03-07-2
TL Number from the TL Form: 6A
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 03/07/2018
Date that the sample was received by the laboratory/organization performing the testing: 03/15/2018
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 961-6A
Structure unique identifier: Unknown
Structure name: PICNIC AREA SLABS
The fabricator/manufacturer/facility name: ROBERTSONS

Material Information

The concrete mix design number: Not Rpovided
The truck number from where the sample was collected: 1124
The batch plant ticket number from where the sample was collected: 3325849
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: CHUTE
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 2

DIME Test ID: 2018-03-07-2-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/19/2018
Date Tested: 03/17/2018
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 3560 psi
Maximum load on cylinder 1 105140 lb
Maximum load on cylinder 2 95910 lb
Compressive strength of cylinder 1 3719.1 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 3392.6 psi
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 10 days
Age of specimen in hours no data

Test 2 of 2

DIME Test ID: 2018-03-07-2-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/30/2019
Date Tested: 04/04/2018
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 5040 psi
Maximum load on cylinder 1 140610 lb
Maximum load on cylinder 2 144210 lb
Compressive strength of cylinder 1 4973.8 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 5101.2 psi
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 28 days
Age of specimen in hours no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.