Summary for Test 2025-05-23-20-1
Test performed: ASTM C39-18Project Information
| Project Identifiers | Project ID: 1000569 DEA: 051J8604 EFIS: 0518000081 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-101-7.8/16.5 |
| Award Date | 02/12/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PAVEMENT, RHMA-G, DRAINAGE SYSTEMS AND BARRIERS. |
| Location Description | SAN LUIS OBISPO COUNTY IN AND NEAR ARROYO GRANDE AND PISMO BEACH FROM LOS BERROS ROAD UNDERCROSSING TO PISMO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 09/09/2024) |
Sample Information
| Sample Taken Date | 05/23/2025 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 05/23/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 3 sets of 3 4 x 8" cylinders |
| 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 | TET | Telephone number of sampler | 8053191237 |
| Laboratory sample identification | Santa Maria Construction Field Lab 334 | Linked DIME Sample ID | 2025-05-23-18 |
| The fabricator/manufacturer/facility name | Alliance Ready Mix Arroyo Grande | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Barrier Transition | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 635C3N0P |
|---|---|---|---|
| The truck number from where the sample was collected | 128 | The batch plant ticket number from where the sample was collected | 24472 |
| Concrete batch plant | Alliance Ready Mix Incorporated | The fabricator/manufacturer designation for the sample | ES25-021 |
| A detailed description of where the material sample was collected | Back of the truck Chute into wheelbarrow | Where the material sample would have been placed if not sampled | Barrier Transition |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2025-05-23-20
DIME Test ID: 2025-05-23-20-1
Testing Lab: CT D05 - Santa Maria Field Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-06-02
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Isaac Gleffe
Date of test: 05/30/2025
Average diameter of cylinder 1: 3.99 in
Average diameter of cylinder 2: 3.99 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3: 3.99 in
Maximum load on cylinder 1: 47784 lb
Maximum load on cylinder 2: 46746 lb
Maximum load on cylinder 3: 46566 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 5
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: 6 hours
Cross sectional area of cylinder 1: 12.5 in^2
Cross sectional area of cylinder 2: 12.5 in^2
Cross sectional area of cylinder 3: 12.5 in^2
Compressive strength (to nearest 10 psi): 3760 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/2/2025 ✔