Sample Record for 2023-08-18-63
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214135 DEA: 09213404 EFIS: 0900000030
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-29.9/41.8
Work Description: ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location Description: INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 1302 W DRIVERS WAY, TEPE, AZ. 85284
Resident Engineer: Kris Raber Structure Rep.: Sheila Reyes
Sample Information
DIME Sample ID: 2023-08-18-63
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 08/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/18/2023
The quantity of what the sample constitutes: 40 CY
A brief description of the sample: ConAggs #42
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fisher Sand and Gravel
Material Information
The concrete mix design number: 750216A6
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: Concrete Plant
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: DS 1354 South Lane, Inlet Headwall
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 1
DIME Test ID: 2023-08-18-63-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/15/2023
Date Tested: 09/15/2023
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: Emergency Project: 09-399404 Mix NO. 750216A6
Break 3 at 28 Day
Location: DS# 1354, SL Inlet Headwall
NOTE: Cylinders will be delivered to Lab on Friday. We're leaving them onsite for 7 day field cure per Derek Armon
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?
|
no data
|
Apparent mass of submerged cylinder 1
|
4 lb
|
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)
|
3870 psi
|
Maximum load on cylinder 1
|
48735 lb
|
Maximum load on cylinder 2
|
47420 lb
|
Maximum load on cylinder 3
|
49890 lb
|
Compressive strength of cylinder 1
|
3880.0 psi
|
Type of fracture pattern of cylinder 1
|
1
|
Compressive strength of cylinder 2
|
3770.0 psi
|
Compressive strength of cylinder 3
|
3970 psi
|
Type of fracture pattern of cylinder 2
|
1
|
Type of fracture pattern of cylinder 3
|
1
|
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
|
0 hours
|
Serial number of delivery ticket, if available
|
no data
|
Tests Assigned to this Sample
DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
2023-08-18-63-1 | ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens | 08/23/2023 | 09/01/2023 | Sheila Reyes | CT D09 - Bishop Field Laboratory | Emergency Project: 09-399404 Mix NO. 750216A6
Break 3 at 14 Day
Location: DS# 1354, SL Inlet Headwall
NOTE: Cylinders will be delivered to Lab on Friday. We're leaving them onsite for 7 day field cure per Derek Armon | |
2023-08-18-63-3 | ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens | 08/23/2023 | 09/29/2023 | Sheila Reyes | CT D09 - Bishop Field Laboratory | Emergency Project: 09-399404 Mix NO. 750216A6
Break 3 at 42 Day
Location: DS# 1354, SL Inlet Headwall
NOTE: Cylinders will be delivered to Lab on Friday. We're leaving them onsite for 7 day field cure per Derek Armon | |
2023-08-18-63-4 | ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens | 08/23/2023 | 10/13/2023 | Sheila Reyes | CT D09 - Bishop Field Laboratory | Emergency Project: 09-399404 Mix NO. 750216A6
Break 3 at 56 Day
Location: DS# 1354, SL Inlet Headwall
NOTE: Cylinders will be delivered to Lab on Friday. We're leaving them onsite for 7 day field cure per Derek Armon | |
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