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Sample Record for 2015-08-21-1

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

Project Information

Project ID: 210749 DEA: 081G5114 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-57.6/127.0, R57.6-R127.0, R57.6/R127
Work Description: Secure bridges and build a crossover at Tex Wash
Location Description: In Riverside County from Jct 86/10 to Arco Ditch
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38000 Monroe St, Indio, CA 92203
Resident Engineer: Andy Quach Structure Rep.: Shukri Abouazra

Sample Information

DIME Sample ID: 2015-08-21-1
TL Number from the TL Form: 1
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 08/21/2015
Date that the sample was received by the laboratory/organization performing the testing: 08/25/2015
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: 920-1
Structure unique identifier: I 10 TEX WASH BR EB
Structure name: ABUTMENT 2 PILES AND 1
The fabricator/manufacturer/facility name: JOB

Material Information

The concrete mix design number: 58245WH-8
The truck number from where the sample was collected: NP
The batch plant ticket number from where the sample was collected: NP
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: CHUTE
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: 2015-08-21-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/28/2015
Date Tested: 08/28/2015
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 victoria st,
Organization City: fontana
Organization State:
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: D.I.M.E. SYSTEM IS OVER RIDING THE DATE RECEIVED OF 8/25/2015.
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 6.01 in
Average diameter of cylinder 2 6.01 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 3840 psi
Maximum load on cylinder 1 107920 lb
Maximum load on cylinder 2 110100 lb
Compressive strength of cylinder 1 3804.0 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 3880.9 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 7 days
Age of specimen in hours no data

Test 2 of 3

DIME Test ID: 2015-08-21-1-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/04/2015
Date Tested: 09/04/2015
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 victoria st,
Organization City: fontana
Organization State:
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 6.01 in
Average diameter of cylinder 2 6.01 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 4050 psi
Maximum load on cylinder 1 116600 lb
Maximum load on cylinder 2 113020 lb
Compressive strength of cylinder 1 4110.0 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 3983.8 psi
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 no data
Age of specimen 14 days
Age of specimen in hours no data

Test 3 of 3

DIME Test ID: 2015-08-21-1-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/18/2015
Date Tested: 09/18/2015
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 victoria st,
Organization City: fontana
Organization State:
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 6.02 in
Average diameter of cylinder 2 6.01 in
Cross sectional area of cylinder 1 28.46 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 5030 psi
Maximum load on cylinder 1 148890 lb
Maximum load on cylinder 2 137120 lb
Compressive strength of cylinder 1 5231.6 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4833.3 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 28 days
Age of specimen in hours no data