Summary for Test 2024-08-27-119-6

Test performed: ASTM C39-21

Project Information

Project IdentifiersProject ID: 995176
DEA: 051H3104
EFIS: 0516000060
DIST-CO-RTE-PM05-SB-154-R5.7/R6.2
Award Date01/29/2024
Closeout Date09/16/2025
Work DescriptionCONSTRUCT ROUNDABOUT, CURB RAMPS, RUMBLE STRIP AND LIGHTING SYSTEM.
Location DescriptionSANTA BARBARA COUNTY NEAR SANTA YNEZ FROM 0.3 MILE EAST OF EDISON STREET/BASELINE AVENUE TO 0.2 MILE WEST OF EDISON STREET/BASELINE AVENUE
QA Service Level1 (Verified on 10/02/2023)

Sample Information

Sample Taken Date08/27/2024 Sample Unique Key119
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 testing08/27/2024
Sample typeQuality Control A brief description of the sampleMix 23-SE-10125
The quantity of what the sample constitutes9 concrete cylinders From where was the sample collectedManufacturer
First name of sampler or witnessed byMaximus Last name of sampler or witnessed byGuillen
Title of samplerQCM Telephone number of sampler8052975145
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePre-Con Products Transportation Laboratory (TL) Number
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 number23-SE-10125
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected301975
Concrete batch plantBuilders Ready Mix The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedSampled for Delivery Truck Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2024-08-27-119
DIME Test ID: 2024-08-27-119-6
Testing Lab: Precon Products - Simi Valley
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-11-13

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Brandon Garcia
Date of test: 09/24/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Apparent mass of submerged cylinder 1: 9 lb
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: 76580 lb
Maximum load on cylinder 2: 77070 lb
Maximum load on cylinder 3: 75230 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 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
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: 12.56 in^2
Cross sectional area of cylinder 2: 12.56 in^2
Cross sectional area of cylinder 3: 12.56 in^2
Compressive strength (to nearest 10 psi): 6070 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/13/2024