Summary for Test 2023-08-18-63-2
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 214135 DEA: 09213404 EFIS: 0900000030 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-29.9/41.8 |
| Award Date | 10/22/2021 |
| Closeout Date | Not set |
| 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 |
| QA Service Level | 1 (Verified on 05/03/2019) |
Sample Information
| Sample Taken Date | 08/18/2023 | Sample Unique Key | 63 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 08/18/2023 |
| Sample type | Quality Assurance | A brief description of the sample | ConAggs #42 |
| The quantity of what the sample constitutes | 40 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Derek | Last name of sampler or witnessed by | Armon |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Fisher Sand and Gravel | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | 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 Details
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DIME Sample ID: 2023-08-18-63
DIME Test ID: 2023-08-18-63-2
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-09-15
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 09/15/2023
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
Maximum load on cylinder 1: 48735 lb
Maximum load on cylinder 2: 47420 lb
Maximum load on cylinder 3: 49890 lb
Type of fracture pattern of cylinder 1: 1
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
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 of cylinder 1: 3880.0 psi
Compressive strength of cylinder 2: 3770.0 psi
Compressive strength of cylinder 3: 3970 psi
Compressive strength (to nearest 10 psi): 3870 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): 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 was verified on 9/15/2023 ✔