Summary for Test 2026-09-03-14-2
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1001383 DEA: 010P9004 EFIS: 0125000088 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-36-19.1/20.1 |
| Award Date | 03/10/2025 |
| Closeout Date | Not set |
| Work Description | REPAIR STORM DAMAGE. REPAIR ROADWAY EMBANKMENT WITH RETAINING WALL |
| Location Description | IN HUMBOLDT COUNTY NEAR BRIDGEVILLE FROM 1.1 TO 0.1 MILE WEST OF VAN DUZEN RIVER BRIDGE. |
| QA Service Level | 1 (Verified on 07/11/2025) |
Sample Information
| Sample Taken Date | 09/03/2026 | Sample Unique Key | 14 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/04/2026 | Sample type | Verification |
| A brief description of the sample | PCC | The quantity of what the sample constitutes | 60 cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Kent |
| Last name of sampler or witnessed by | Davidson | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | C0458 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Mercer Fraser - Fortuna | |
| 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 | MF CL 1 .40 SLAG AE |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 115770 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Back of the truck Chute | 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: 2026-09-03-14
DIME Test ID: 2026-09-03-14-2
Testing Lab: CT D01 - District 1 Materials Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2026-10-01
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jamie Kelley
Date of test: 10/01/2026
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
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: 99426 lb
Maximum load on cylinder 2: 103322 lb
Maximum load on cylinder 3: 96705 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: 1.00
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 (to nearest 10 psi): 7940 psi
General comments (publicly viewable) (Max 1000 characters): 10/1/26 28 Day Break
Test was verified on 10/1/2026 ✔