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Sample Record for 2024-07-05-2

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

Project Information

Project ID: 1000114 DEA: 060W8204 EFIS: 0617000304 QA Service Level: 1
DIST-CO-RTE-PM: 06-KIN-41-28.4/R40.1
Work Description: COLD PLANE WITH HOT MIX ASPHALT (TYPE A) AND RHMA-G.
Location Description: KINGS COUNTY AT AND NEAR STRATFORD FROM NEVADA AVENUE TO ROUTE 41/198 SEPARATION
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 S Granite Ct, Fresno, CA 93706
Resident Engineer: Oscar Sherrill Structure Rep.: Martin Garcia

Sample Information

DIME Sample ID: 2024-07-05-2
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 07/05/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/06/2024
The quantity of what the sample constitutes: 300
A brief description of the sample: PPC Cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 45-0014
Structure name: Empire No. 2 Canal Bridge
The fabricator/manufacturer/facility name: Outback Materials, Fresno

Material Information

The concrete mix design number: 72T1G36
The truck number from where the sample was collected: 2
The batch plant ticket number from where the sample was collected: 111
Concrete batch plant: Outback Materials
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled: NB Arrival and Departure Approach Slabs
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 4

DIME Test ID: 2024-07-05-2-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/08/2024
Date Tested: 07/08/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Average diameter of cylinder 3 4.00 in
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
Compressive strength (to nearest 10 psi) 3140 psi
Maximum load on cylinder 1 38840 lb
Maximum load on cylinder 2 39410 lb
Maximum load on cylinder 3 40100 lb
Compressive strength of cylinder 1 3,089.9 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 3,135.2 psi
Compressive strength of cylinder 3 3,190.1 psi
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 2
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1.00
Correction factor for cylinder 2 1.00
Correction factor for cylinder 3 1.00
Age of specimen 3 days
Age of specimen in hours no data0 hours

Test 2 of 4

DIME Test ID: 2024-07-05-2-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/10/2024
Date Tested: 07/10/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Average diameter of cylinder 3 4.00 in
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
Compressive strength (to nearest 10 psi) 3570 psi
Maximum load on cylinder 1 45040 lb
Maximum load on cylinder 2 45080 lb
Maximum load on cylinder 3 44470 lb
Compressive strength of cylinder 1 3,583.1 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 3,586.3 psi
Compressive strength of cylinder 3 3,537.8 psi
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 2
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1.00
Correction factor for cylinder 2 1.00
Correction factor for cylinder 3 1.00
Age of specimen 5 days
Age of specimen in hours no data0 hours

Test 3 of 4

DIME Test ID: 2024-07-05-2-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/12/2024
Date Tested: 07/12/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Average diameter of cylinder 3 4.00 in
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
Compressive strength (to nearest 10 psi) 3770 psi
Maximum load on cylinder 1 46310 lb
Maximum load on cylinder 2 46660 lb
Maximum load on cylinder 3 49170 lb
Compressive strength of cylinder 1 3,684.2 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 3,712.0 psi
Compressive strength of cylinder 3 3,911.7 psi
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 2
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1.00
Correction factor for cylinder 2 1.00
Correction factor for cylinder 3 1.00
Age of specimen 7 days
Age of specimen in hours no data0 hours

Test 4 of 4

DIME Test ID: 2024-07-05-2-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/02/2024
Date Tested: 08/02/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Average diameter of cylinder 3 4.00 in
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
Compressive strength (to nearest 10 psi) 5020 psi
Maximum load on cylinder 1 63930 lb
Maximum load on cylinder 2 62690 lb
Maximum load on cylinder 3 62720 lb
Compressive strength of cylinder 1 5,085.9 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 4,987.3 psi
Compressive strength of cylinder 3 4,989.7 psi
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 2
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1.00
Correction factor for cylinder 2 1.00
Correction factor for cylinder 3 1.00
Age of specimen 28 days
Age of specimen in hours no data0 hours