Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2024-08-01-45
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: 08/01/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/01/2024
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:
Structure name: HWY 41/198
The fabricator/manufacturer/facility name: Outback Materials
The concrete mix design number: 72T1G36
The truck number from where the sample was collected: 1
The batch plant ticket number from where the sample was collected: 165231
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 East Departure barrier
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-08-01-45-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/08/2024
Date Tested: 08/08/2024
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: 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)
|
4510 psi
|
|
Maximum load on cylinder 1
|
54270 lb
|
|
Maximum load on cylinder 2
|
55820 lb
|
|
Maximum load on cylinder 3
|
59830 lb
|
|
Compressive strength of cylinder 1
|
4,317.4 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
4,440.7 psi
|
|
Compressive strength of cylinder 3
|
4,759.7 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
|
DIME Test ID: 2024-08-01-45-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/15/2024
Date Tested: 08/15/2024
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)
|
5550 psi
|
|
Maximum load on cylinder 1
|
69490 lb
|
|
Maximum load on cylinder 2
|
69290 lb
|
|
Maximum load on cylinder 3
|
70360 lb
|
|
Compressive strength of cylinder 1
|
5,528.2 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
5,512.3 psi
|
|
Compressive strength of cylinder 3
|
5,597.5 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
|
14 days
|
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2024-08-01-45-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/29/2024
Date Tested: 08/29/2024
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)
|
6210 psi
|
|
Maximum load on cylinder 1
|
77810 lb
|
|
Maximum load on cylinder 2
|
77930 lb
|
|
Maximum load on cylinder 3
|
78490 lb
|
|
Compressive strength of cylinder 1
|
6,190.1 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
6,199.7 psi
|
|
Compressive strength of cylinder 3
|
6,244.2 psi
|
|
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
|
1.00
|
|
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
|
DIME Test ID: 2024-08-01-45-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 09/10/2024
Date Tested: 08/29/2024
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)
|
6210 psi
|
|
Maximum load on cylinder 1
|
77810 lb
|
|
Maximum load on cylinder 2
|
77930 lb
|
|
Maximum load on cylinder 3
|
78490 lb
|
|
Compressive strength of cylinder 1
|
6,190.1 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
6,199.7 psi
|
|
Compressive strength of cylinder 3
|
6,244.2 psi
|
|
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
|
1.00
|
|
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
|
