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Sample Record for 2016-08-21-1

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

Project Information

Project ID: 210251 DEA: 072W6904 EFIS: 0713000439 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-Various
Work Description: TREAT BRIDGE DECK WITH METHACRYLATE AND REPLACE JOINT SEALS.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS
Contractor Name: Autobahn Construction, Inc.
Contractor Address: 933 N Batavia Street, Orange, CA 92867
Resident Engineer: Samy Ragy Structure Rep.: Mark Amorsolo

Sample Information

DIME Sample ID: 2016-08-21-1
TL Number from the TL Form: 923-24W
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: 08/21/2016
Date that the sample was received by the laboratory/organization performing the testing: 08/24/2016
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: 923-24W
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: SLC Anaheim

Material Information

The concrete mix design number: CTS-72-EHI
The truck number from where the sample was collected: 10
The batch plant ticket number from where the sample was collected: 47366
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: SB FWY ALLEN FROM APPROX MID SPAN TO ABUT 2 DECK POUR PHASE II
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 2

DIME Test ID: 2016-08-21-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/25/2016
Date Tested: 08/24/2016
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
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 5.98 in
Average diameter of cylinder 2 5.98 in
Cross sectional area of cylinder 1 28.09 in^2
Cross sectional area of cylinder 2 28.09 in^2
Compressive strength (to nearest 10 psi) 5670 psi
Maximum load on cylinder 1 153470 lb
Maximum load on cylinder 2 164850 lb
Compressive strength of cylinder 1 5463.5 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 5868.6 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 no data
Age of specimen 3 days
Age of specimen in hours no data

Test 2 of 2

DIME Test ID: 2016-08-21-1-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/19/2016
Date Tested: 09/18/2016
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
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 5.98 in
Average diameter of cylinder 2 5.98 in
Cross sectional area of cylinder 1 28.09 in^2
Cross sectional area of cylinder 2 28.09 in^2
Compressive strength (to nearest 10 psi) 6070 psi
Maximum load on cylinder 1 170310 lb
Maximum load on cylinder 2 170820 lb
Compressive strength of cylinder 1 6063.0 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 6081.2 psi
Type of fracture pattern of cylinder 2 1
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 no data
Age of specimen 28 days
Age of specimen in hours no data