Summary for Test 2024-06-27-129-2
Test performed: ASTM C39-21Project Information
Project Identifiers | Project ID: 993333 DEA: 04264724 EFIS: 0419000068 |
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DIST-CO-RTE-PM | 04-MRN-101-R20.8/27.1 |
Award Date | 04/26/2022 |
Closeout Date | Not set |
Work Description | CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL. |
Location Description | MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE |
QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
Sample Taken Date | 06/27/2024 | Sample Unique Key | 129 |
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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 | 06/28/2024 |
Sample type | Quality Control | A brief description of the sample | concrete |
The quantity of what the sample constitutes | 81CY | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Edgar | Last name of sampler or witnessed by | Cortes |
Title of sampler | field technician | Telephone number of sampler | |
Laboratory sample identification | S-260 to S-265 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Shamrock Materials Petaluma | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | RW#10 |
Material Information
Material Type | Concrete | The concrete mix design number | SL4201-CG |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 273067 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Back of Truck | Where the material sample would have been placed if not sampled | RW#10 |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2024-06-27-129
DIME Test ID: 2024-06-27-129-2
Testing Lab: Pavement Engineers
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-09-04
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Michelle Holub
Date of test: 07/25/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 79210 lb
Maximum load on cylinder 2: 79860 lb
Maximum load on cylinder 3: 82500 lb
Type of fracture pattern of cylinder 1: 2
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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength (to nearest 10 psi): 6380 psi
Serial number of delivery ticket, if available: 273067
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/4/2024 ✔