Summary for Test 2026-04-30-80-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 995239 DEA: 060W9104 EFIS: 0618000011 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-27.6/30.6 |
| Award Date | 09/17/2024 |
| Closeout Date | 05/20/2026 |
| Work Description | HMA, RHMA-G, JOINTED PLAIN CONC PVMT (RSC) AND STBB (TYPE M). |
| Location Description | TULARE COUNTY IN AND NEAR TULARE FROM PAIGE AVENUE OVERCROSSING TO PROSPERITY AVENUE OVERCROSSING. |
| QA Service Level | 1 (Verified on 10/14/2024) |
Sample Information
| Sample Taken Date | 04/30/2026 | Sample Unique Key | 80 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/01/2026 | Sample type | Quality Control |
| A brief description of the sample | structural concrete | The quantity of what the sample constitutes | 1 per 100 cy or a fraction thereof |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Ronald |
| Last name of sampler or witnessed by | Hernandez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CalPortland - Tulare | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 163457F |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 289070 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | SR 99. NB. CIDH-0S10-2. Right before Tulare Ave off-ramp. | 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: 2026-04-30-80
DIME Test ID: 2026-04-30-80-1
Testing Lab: Sequoia Consultants
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2026-10-12
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Yvan Lopez
Date of test: 05/28/2026
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 112040 lb
Maximum load on cylinder 2: 111920 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
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
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 3960 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/12/2026 ✔