Summary for Test 2022-08-11-63-4
Test performed: ASTM C39-21Project Information
Project Identifiers | Project ID: 993150 DEA: 051G9704 EFIS: 0516000008 |
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DIST-CO-RTE-PM | 05-SB-135-11.7/17.8 |
Award Date | 09/27/2021 |
Closeout Date | 03/28/2023 |
Work Description | COLD PLANE, OVERLAY ROADWAY WITH RHMA (GAP GRADED) AND ADA CURB RAMPS. |
Location Description | SANTA BARBARA COUNTY IN AND NEAR SANTA MARIA FROM LAKEVIEW ROAD TO NORTH SANTA MARIA CONNECTOR |
QA Service Level | 1 (Verified on 08/09/2021) |
Sample Information
Sample Taken Date | 08/11/2022 | Sample Unique Key | 63 |
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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 | 08/12/2022 |
Sample type | Quality Assurance | A brief description of the sample | type 2 concrete |
The quantity of what the sample constitutes | 10 cy | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Isaac | Last name of sampler or witnessed by | Gleffe |
Title of sampler | ARET | Telephone number of sampler | 18053191237 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Calportland/Donaven | 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 | 590GN1010 |
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The truck number from where the sample was collected | load 1 | The batch plant ticket number from where the sample was collected | NA |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | WHEELBARROW LOAD 1 | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-08-11-63
DIME Test ID: 2022-08-11-63-4
Testing Lab: CT D05 - Santa Maria Field Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-11-01
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Salvador Lopez-Zamora
Date of test: 09/22/2022
Apparent mass of submerged cylinder 1: 1 lb
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 128517 lb
Maximum load on cylinder 2: 123695 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 5
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 0.00
Correction factor for cylinder 2: 0.00
Age of specimen: 42 days
Age of specimen in hours: 1008 hours
Cross sectional area of cylinder 1: 28.32 in^2
Cross sectional area of cylinder 2: 28.3 in^2
Compressive strength (to nearest 10 psi): 4790 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/1/2022 ✔