Summary for Test 2024-08-28-45-2

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 995145
DEA: 081P6804
EFIS: 0824000077
DIST-CO-RTE-PM08-RIV-62-3.34/6.5
Award Date08/28/2023
Closeout Date11/20/2025
Work DescriptionRemove Debris, Restore Undermined Roadway, Repair Damaged Bridge Piers)
Location Description3B08-Riv,SBd-62-R3.34/R6.5, 0.0/R2.64 4BOn HWY 62 in Riv & SBd Counties in Morongo Valley Fr 3.2 Mi W/o Indian Canyon Dr to 0.5 Mi W/o Big Morongo Canyon Rd 5B
QA Service Level1 (Verified on 09/11/2023)

Sample Information

Sample Taken Date08/28/2024 Sample Unique Key45
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 testing08/30/2024
Sample typeQuality Assurance A brief description of the sampleCONCRETE CYLINDERS
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byVICTOR Last name of sampler or witnessed byWAMI
Title of samplerASR Telephone number of sampler
Laboratory sample identification1071-01 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNOT PROVIDED Transportation Laboratory (TL) Number178679
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design numberNOT PROVIDED
The truck number from where the sample was collectedNOT PROVIDED The batch plant ticket number from where the sample was collectedNOT PROVIDED
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedMISSION CHANNEL OF. - CUT OFF WALL, RIGHT BRIDGE Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2024-08-28-45
DIME Test ID: 2024-08-28-45-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-10-03

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 09/25/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 144175 lb
Maximum load on cylinder 2: 143460 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
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
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 5099.9 psi
Compressive strength of cylinder 2: 5056.8 psi
Compressive strength (to nearest 10 psi): 5080 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/3/2024